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Home My WebLink AboutDWG 447-6; 36991; AVIARA COMMUNITY PARK CENTER; 01-102-i ' DRAWING NUMBER SAFCO PRODUCTS • NEW lit□PE, MINI\ESOTA AEORCER BY PART NUMBER 8553 DRAWING NUMBER EIAFOJ PRODUCTS • r.EN HOPE, MINNESOTA REORDER BY FA ITT NUMBl:R 6553 DRAWING NUMBER SAFCO FAODUCTS • NEW HOPE, MINNESOTA FlErnOER BY PART NUMBER 8558 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPJ:"! MINNESOTA AEOADEFl BY PART NUMEIEFl e553 ----~m;T,-;;.;;,r.;;;:--~';,n,rr ---~ ----1------1 --!":!~~-~"1'~!UT!J!'"'l!'°1'.!!'~--_, r --PmlTIIINOIGEOf~IMTIIIIJlmUIIE-- CITY OF" OCEANSIDE 7e PACIFIC OCEAN osr. · CITY or ENCINITAS VICINITY MAP NO SCALE p'>,t; SHEET I • A'/WI.A COMMUNl1Y PARK SHEET INDEX ARCHIIECll.W. PlANS 2 . COMMUNITY CENlER ARCHITECI\JRAL SHEET INDEX ,i. COMMUNITY CENlER GENERAL , ARE AND ACCESS NOTES '1 · COMMUNITY CENlER MASTER KEYNOTE UST S. COMMUNITY CENTER PROJECT DATA !o. COMMUNITY CENlER WAli 1'tl'ES ~ . COMMUNITY CENlER BUILDING SIGNAGE S. COMMUNITY CENlER SIGHAGE OCfAILS ~ . COMMUNITY CENlER FLOOR PIAN 1 o . COMMUNITY CENlER COURTYARD DETAILS , t. COMMUNITY CENlER SITE DETAILS 1 z. COMMUNITY CENlER REFLECTED CEIUNG PLAN l; COMMUNITY CENlER ROOF PLAN , '-\ COMMUNITY CENlER EIIVATIONS • · 15 COMMUNITY CENlER SECTIONS 1 <,, DOOR/FlNISH/WINDOW SCHEDULES , 1 ENLAAGE REST ROOM FLOOR PlANS/INTffilOR EIIVATIONS 1 g COMMUNITY CENlER INTERIOR EIIVATIONS , q COMMUNITY CENlER INTERIOR ELEVATIONS 1-0 COMMUNl1Y CENlER INTERIOR El£VATIONS 1. , COMM\JNl1Y CENlER WALL SECTIONS 1. 1. COMMUNTIY CENTER BUILDING DETAILS 2.3 COMM\JNTIY CENTER BUILDING DETAILS 2q COMM\JNl1Y CENTER BUILDING DETAILS 25 COMMUNl1Y CENTER BUILDING DETAILS ·u, COMMUNTIY CENTER BUILDING DETAILS -i.1 COMMUNTIY CENTER BUILDING DOOR DETAILS Z e, COMMUNTIY CENTER BUILDING WINDOW DETAILS l ~ COMMUNTIY CENTER BUILDING WINDOW DETAILS 3 o COMMUNTIY CENTER BUILDING EXTERIOR DETAILS '!, 1 COMMUNTIY CENTER BUILDING EXTERIOR DETAILS tlTERIOR DESIGN 32. COMMUNITY CENlER FLOOR-FINISH PLAN ~ 3 COl.™MUNl1Y CENTER WALL -FINISH PLAN ~ '\ COl.™UNITY CENTER INTERIOR ANISH ELEVATIONS JS COl.™UNITY CENTER INTERIOR ANISH ELEVATIONS ''° COMMUNITY CENTER INTERIOR DETAILS SIRUC1llfW_ PIRlS ~1 GENERA.I. NCJJES (S1RUCTI/RAL) 3 2, GENERA.I. NCJJES (S1RUCTI/RAL) 3 oi 'J'r'PICAI. CONCRETE DETAILS '<!O TYPICAi. CONCRETE REINF .ANCHORAGE DETAILS '11 lYPICAI. MASONRY DETAILS 'I 1. lYPICAI. STEEL SIIJD DETAILS 43 1'il'ICAI. STEEL SIIJD DETAILS CITY Of' VISTA 4;,<t-<J CITY Of' ll:.---\4SAN MARCOS NO. N1.O T0.1 Tt.2 Tt.3 Tt.4 Tt.5 A0.1 NJ.2 Al.D A1.D.1 A1.D .2 A1.1 Al.2 A1.3 A1.4 A1.5 At.6 At.7 At.B At.9 AlO A4.0 A4.1 A4.2 A4.3 A5.1 A6.1 A6.2 A6.3 A7.1 A7.2 ID-1.D ID-2.0 ID-3.0 ID-3.1 ID-4.0 S-0.1 S-0.2 s-u S--1.2 S-1.3 S-1.4 S-1.5 P: /PROJECTS/ENGR/75508/ACAD/PRGRADING/508PGDS01.DWG 7-24-02 AV/ARA COMMUNITY PARK CITY PROJECT NO. 36991 COMMUNITY CENTER BUILDING 100' o· 100' 200· ----<-~',--'" 300' ----. - SHEET 1.\4 l\'PICAI. WOOD DETAILS 'I S FOUNDATION PLAN "1 !o ROOF FRAMING PLAN '-17 FOUDATION DETAILS 4 'i, ROOF FRAMING DETAILS 4 ~ ROOF FRAMING DETAILS MECHANICAi. PLANS So MECHANICAL SCHEDULES s, MECHANICAL FLOOR PLAN 5'2-MECHANICAL ROOF PLAN s 3 MECHANICAL DETAILS 5'-1 MECHANICAL CONTROLS s S TITLE 24 l'LUMlllNG PLANS . Sr.. l'WMBING SCHEDUlES !<, PWMBING FLOOR PLAN S& PLUMBING ROOF PLAN Sq PLUMBING ENlARGED PLANS loo PLUMBING ENLARGED PLANS (, \ PLUMBING ISOMEIRICS "'..._ PLUMBING ISOMEIRICS <..'!> PLUMBING DEIAII.S SHEET INDEX E..ECJRICAI. PLANS (BUILDING} C.'-1 SYMBOLS UST AND NOTES (E..ECTRICAL) ~ ~ LIGHT FIXTURE SCHEDUlE <,<, TITLE 24 CALCUllATIONS i., 7 LIGHTING PLAN t., q, POWER PLAN (,,G\ SIGNAL PLAN 1 o FIRE AlARM PLAN ENLARGED PLANS AND DETAILS r I ROOF PLAN 12-SINGlE LINE DIAGRA~ -13 PANEL SCHEDULES NO. S-1.6 S-2.1 S-3.1 S-4.1 S-5.1 S-5.2 M-1 M-2 M-3 M-4 M-5 M-6 P-1 P-2 P-3 P-4 P-5 P-6 P-7 P-B Et.O E2.0 E2.I E3.0 E3.1 EJ.2 EJ.3 E3.4 E4.0 E5.0 ES.1 SHEET "I <l LARGE SCALE PLAN 1iifil:1: ~g~~ 11 MER!OR EIIVATIONS FOOD SERVICE PLANS 1 S FOOD SERVICE PLAN 1 "l PLUMBINF, E..ECJRICAI. AND HOOD PLANS CMLPIANS ~ o PRECISE GRADING PLAN NOTES SI PRECISE GRADING PLAN DETAILS -l)MlffEO- S 2.. PRECISE GRADING PLAN OMITTED OMITTED SJ. PRECISE GRADING FOR COMMUNITY BUILDING 2, I.\ REFRESHMENT SERVING AREA OMITTED t!, S UTIUTY LAYOl/f OMITTED (DOES NOT EXISJ) OMITTED I¼ MASS GRADING NOTES i;-, MASS GRADING DETAll.S OMITTED 8 S MASS GRADING PLAN OMITTED II'\ TEMPORARY SOUND WALL PLAN OMITTED 0.o STORM DRAIN PROfllES OMITTED "II EROSION CONTROL OMITTED q 2. EROSION CONTROL OMITTED OMITTED DOES NOT EXI OMITTED DOES NOT EXI OMITTED OES NOT EXI OMITTED DOES NOT EXI OMITTED OES NOT EXI OMITTED DOES NOT EXI OMITTED DOES NOT EXI OMITTED DOES NOT EXI OMITTED DOES NOT EXI OMITTED DOES NOT EXI OMITTED DOES NOT EXI OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED NO. E6.0 E7.O E7.1 E7.2 FS-1 FS-2 c1.o C2.0 CJ.O C4.0 cs.o C6.0 C6.1 CS.1.1 C7.0 CB.O C9.0 C10.0 C11.0 C12.0 C13.O C14.0 C15.0 C15.1 C16.0 C17.0 C18.0 C19.0 C20.0 C21.0 C22.0 C23.0 C24.0 C25.O C26.0 C27.0 C28.0 C29.0 CJO.O C31.0 C32.O C33.0 C34.0 C35.0 C36.0 C37.0 C38.O C39.0 C40.D C41.0 C42.0 C4J.O GRAPHIC SCALE: 1"=100' SHEET lAIIDSCAPf PLANS OMITTED <\) CONSTRUCTION PLAN OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED '\'I IRRIGATION PLAN OMITTED <\ S IRRIGATION PLAN OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED q '-..-IRRIGATION DETAII.S q1 -IRRIGATION DETAILS OMITTED OMITTED '\ S PLANTING PLAN OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED OMITTED q 'I PLANTING DETAll.S I Oo PLANTING DETAll.S ' -- • DRAWING NUMBER BAFCO PRODUCTS • NEW HOPE, MINNESOTA REG!OER BY PART NUMBER 8553 -----PmlTIIINEIISEDFPIIIITIIITIIISUNI------~ _.,,,,,,,,,,,, -- NO. L1.O1 L1.O2 L1.03 lt.O4 Lt.05 L1.06 L1.O7 L1.08 L1.09 L2.01 L2.02 L2.03 L2.04 L2.O5 L2.06 L2.O7 L2.OB L2.09 L2.10 L2.11 LJ.O1 LJ.O2 LJ.O3 LJ.O4 LJ.O5 LJ.O6 LJ.O7 LJ.OB LJ.O9 LJ.10 L4.O1 L4.O2 U.03 LS.O1 LS.O2 LS.O3 LS.04 LS.O5 LS.O6 LS.O7 LS.O8 ·15_09 L6.O1 L6.02 AVIARA COMMUNITY PARK PROJECT DESCRIPTION: THE AVIARA COMMUNITY PARK CONSIST OF A COMMUNITY BUILDING, (17,875 Sf') THIS SET CONTAINS THE COMMUNITY BUILDING COMMUNITY BUILDING ADDRESS 6425 AMBROSIA LN CARLSBAD, CA 92009 PROJECT DIRECTORY OWNER CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CALIFORNIA 112008 {760) 602-2700 (760) 602-8560 (FAX) ARCHITECT NTD -ARCHITECTS 4719 VIEWRIDGE AVENUE -SUITE 200 SAN DIEGO, CALIFORNIA 92123 (858) 277-5115 . . (858) 277-7680 (FAX) CIVIL / LANDSCAPE / SITE STRUCTURAL P&D CONSULTANTS 8954 RIO SAN DIEGO DRIVE, #610 SAN DIEGO, CALIFORNIA 92108 (619) 291-1475 (619) 291-1476 (FAX) LANSCAPE IRRIGATION SWEENEY & ASSOCIATES INC. 38730 SKY CANYON DR, SUITE 'C' MURRIETA, CA. 92563 (909) 461-6830 (909) 461-6850 (FAX) SITE ELECTRICAL ILA ZAMMIT ENGINEERING GROUP 3625 RUFFIN RD. SUITE 300 SAN DIEGO , CA. 92123 (858) 279-0242 (858) 279-0711 (FAX) DRY UTILITY CONSUL TANT POWER PLUS 508 WEST MISSION A VE. SUITE 209 ESCONDIDO, CA. 92025 (760) 781-3956 (760) 781-3962 (FAX) SHEET HORIZONTAL CONTROL ~ Io\ HORIZONTAL CRONTROL PLNl OMITTED 101 HORIZONTAL CRONTROL PLNl OMITTED OMITTED NO. HC1.0 HC2.O HC3.0 HC4.0 HC5.0 DFtjW(j,14".fr.81BER 1 of 102 MFCO PRODUCTS • Nl:VI. HOPE, MINNESOTA REORDER BY PART NI.IMBER 9553 --rosmOMBlGEDFl'llllfTIIITHISUIIE--~ -.- KEYNOTES KEY Pl.AN CONSULTANT P&D CONSULTANTS, INC. SEAL PROJECT 8954 RIO SAN DIEGO DRIVE, SUITE 610 SAN DIEGO, CALIFORNIA 92108 TELE: (619) 291-1475 FAX: 291-1476 CITY OF CARL8BAD, OONTRACT N0.36991 AVIARA · COMMUNITY P,\RK DRAWING Tl1l.E OOMMI.NrY CEHTEFI Bll..DINQ NO. DATE SHEET INDEX RE'l!SlON COMMEIITS DRAWN BY GL PROJECT NO. 2000-0247 CHECKED BY DATE PK C 12-9-03 DRAWING NO. N1.0 SHEET OF 02 J DRAWING NUMBER SAFm PRODUCTS • NE\/1/ HOPE, MINNESOTA FIEOFICEFI SY PART NUMl3ER 6553 --:-:--=""'IOSJTIIINEllllEDfPIIINTllifHISUNE--;:- .. DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REDAOER BY PMIT NUMBER 6553 -. --fQsrTION Bl~t OF i,INT ON TIIIS UNE-. -,......-,:- DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 8553 SAFCO PRODUCTS • NeN HOPE, MINNESOTA REDRCE!'I BY PART NUMBER 6553 SAFC□ PRODUCTS • NEW HClPE. M1Nl'JESOTA AEOOClER BY PART NUMBER 6553 -~$1!111N_EDCEOFPAINT_ONTHISLIIIE-,---~FllaTIONEDGEIJF"INTONTIIISUNE-.----,asmaN EDSE OF PIIINT OIi TIHS LINE -~ SYMBOLS ~ ELEVATION + ITEM x·-xx· 0 -~---0 I ROOM NAME I XXX I X / Al<-XX ~ Oy•B §- © ® ( x.xx ) NORTHAARCYN SPOT ELEVATION FINISH FLOOR LEVEL """ ~ATION MATCHLtJE STRUCTURAL GRID LINES DETAIL REFERENCE TAG DETAILNUdBER SHEET NWEER BUILDING SECTION TAG DET/lll N1,NBl:R 8HEETNWBER BUILDING ELEVATION TAG WAI.NUMl3£R SHEET""""'" ROOM NAME TAG DETAIL NUMBER M'EAlOfl B.EVATION FOUNO Kr INTERIOR ELEVATION TAG DETAIL NUMBER RIEET M.IMWI ., •.~ :-/. WALLTY?E TAG ' l!lEE WAllT\'l'ES 8HEE1l WINDOW NUMBER TAG ' a;EE WlNOOW SCHEOO!.El r ' DOOR NUMBER TAG $EE DOOR / FRAM! SCHEDUU!J CONSTRUCTION KEYNOTE CSfE LEGEND eACH SHEET} DEMOLITION KEYNOTE (SEE LEGEND Ei\CH SHEEiJ APPLICABLE CODES 1. All CONSTRUCTION SHALL BE DONE IN ACCORDANCE WlTH, 1997 Uniform Building Code and 199B California Amendments (1996 California Building Code, PART 2, Tille 24, C.C.R.) Building Std. Administrative Code, PART 1, Tille 24, C.C.R. 1996 Notional Electrical Code and 1998 Corifomio Amendments (1998 Corifornio Electrical Code, PART 3; Title 24, C.C.R.) 1997 Uniform Mechanical Code and 1998 California Amendments (1998 Cortfornia Mechanical Code, P.ART 4, Title 24, C.C.R.) 1997 Uniform Plumbing Code and 1998 Corifomio Amendments (1998 Carifornio Plumbing Code, PART 5, Title 24, C.C,R.} 1997 Uniform Fire Code and 1996 C<llifomia Amendments (1998 California Are Code, PART 9, lme 24, C.C.R.) Accessibirrty regulations establ"!Shed by the Americans with tlisatinities Accessibility Guidelines, as amended, 28 CFR Pert 36 and 36 CFR Port 1191. 1998 Colifomio Energy Code, PART 6, Title 24, C.C.R. Heal1h Servk:es regulations es1oblished by Title 17, C.C.R. County Health Deportment regulations established in accordance w\th Seciion 27550. Co1ifomio Health and Sofety t:ode. All work aholl conform to Title 24, California Code or Regula1ions (CCR). PROJECT DIRECTORY OWNER CITY OF CARLSBAD 1635 FARADAY AVE. CARLSBAD, CALIFORNIA (760) 602-2700 (760) 602-8560 (FAX) ARCHITECT NTD -ARCHITECTS 92008 4719 VIEWRIDGE AVENUE -SUITE 200 SAN DIEGO, CALIFORNIA 92123 (858) 277-5115 (858) 277-7680 (FAX) CIVIL / LANDSCAPE P&D CONSULTANTS 8954 RIO SAN DIEGO DRIVE, SUITE I> 10 SAN DIEGO, CALIFORNIA 92108 (619) 291-1475 (619) 291-1476 (FAX) STRUCTURAL -BUILDINGS KNA CONSULTING ENGINEERS 23382 MILL CREEK DRIVE -SUITE 220 LAGUNA HILLS, CALIFORNIA 92653 (949) 462-3200 (949) 462-3201 (FAX) MECHANICAL / PLUMBING HVAC ENGINEERS 5402 RUFFIN ROAD -SUITE 210 SAN DIEGO, CALIFORNIA 92123 (858) 569-6591 ELECTRICAL TURPIN & RATTAN ENGINEERING INC. 4719 PALM AVENUE LA MESA, CALIFORNIA 91941-5521 (619) 466-6224 (619) 466-6233 (FAX) INTERIOR DESIGN YOUNG & CO., INC. 4010 GOLDFINCH STREET SAN DIEGO, CALIFORNIA 92103 (619) 294-9601 {619) 294-3314 (FAX) SITE LIGHTING IL ZAMMIT ENGINEERING GROUP 3625 RUFFIN ROAD, SUITE 300 SAN DIEGO, CALIFORNIA 92123 (858) 279-0242 (858) 279-0711 (FAX) ABBREVIATIONS • '"' "'" ""TUM ... GAI.U»IS PLR MlNIJTf: "" lf,l],lH(lJ.! RE'CD RECEIVED .. Rlt:t[ DBL N:r ooueu: ,cm,c " GR,IDE/GR'LIING Ml Milt R~IRC RECIRCULATE . • ,, ''"° IIEUOtmOK? .. , CIW'ITIJ RESlSTANT COATI~G MIR MIRROR RtCPl' RECEPTAClE .. RlCHOR BOLT OEPT OEPARTMENT ., .. CRAOE BEAM MGL MIRROR GLISS '""' AECEPlKlNIST -ABANDON "' ll<T•L .. LN CRACE UNE MLDG IIOLDING R[C! IIECTANCULAR .., ACFIYI.ONrTRll.E BIJTADl[NE STYRENE " DRINKING f'OUNT,tJN "" GRATlrm MLWK IIILLWORK R[f REftRENCE ltN '80'/£ OH DOUBLE HUNG .,,, GRAVITY ROOF' 'KMTILATOR MD MASONRY OPENING REFL REFLECTOR "' A!R CONOmONING ""'' C!ACO~ GSTL GALVANIZED Si[tl. MOO IIOOULE ""' RITlliGERATOR "' ASPHALTIC OJNCRETE '"" CIMIITER CV CRA\'TTY VENT MOM IIONUMOO '" RECIS1'Efl ""'"' ACOUSTICAL "" C!ITERENCE 1M CRAVE\. MPH MltES PEfl HOUR lt(INF RONFORCEO/REINF'ORCl/JG "' Pit; ASPHM.T CONCRETE PAVING E)IFF DIFFUSER "'" CAS VENT' 1HROUGH ROOF ., MOP~ REM RrMCV1'BI.E ,OP ACOUSTIC>'-PAim. "" DIMENSION CVP CVl'SUM IIS MIRROR wtTH SHELF RE RIii ll.£VA!IO/J "" ACOUSTICAi. TILE "p DI.ICTltE IRON PIPt •ao CVPSUII ~D MT!) MOUN!ED REQO IIIEQUIFtEO ICU AlR CONDmONIMC UNrT "" DISPENStR "" MEITINC '"'' RESILIENr "' AAEA DRAIN "" OMSK»! H IIIGH MT!) MOUNTING "' RElllRN ADO\. A!lDITIOIW. Ol DEAD LOAD HPl>M MIGl-1 PRESSURE 1).IJIWiTE "" M<TER "'" ROOONC "" ADJUSi.'llLE ON -HB ft05£ llrSB MTR MORTAR RH RELAM HlW!Oil'r' '" ~'JV£ AN!SHED R.OCR 00 MO HC tfOI.LOW CORE MUU MULLION RH IICHT HAHi) /IC ~~Nf. FINIS[lED CRACE DR OOOR HC llOSE C,llflH£T MULT MULTIPLE RHMS lotJNO HEAD W.CHINE SC:Rrw ""'' ACGR~lt ORN -"' HEAil RHR IICHT tw1D RMRSE AH\I AlR ~DUNG UNrr " DIRECllONAL SIGN ''"" WIRDBOARD ' NUMBER RH\\S ROUNO HEAD WOOD SCREW AL Al.1.DfNUM OS 00\VNSl'O\/f HDR HE:>.DER N NORTH RlO """"' ALT ALTERNATE DLIPL DUPUCl,1!: HDWL •= .,. NOT APPLICABLE "' ROOM ,.,, ""'""' l)W DISHW>Sf.s HDWI! KAF!DWAAE NAT NATIJ ... ""' ROUND -ANODIZ£0 """ DR/IWIN,:'; HCR HAHCER NCP NON-RE:INF'ORCED CONCRITE PIPE RO ROUCH GPENl'NC IP ACCESS PANEL 11!/L OOWEL NS1 HEIGHT N,O NtG>M ROW RIGHT OF WA'< APPROX APPROXllMlE DWll '""''" IIHWS l!DC HEAD WOOD SCREW NIC NOT IN CON!RACT ... RIGID Pfl01ECilVE WALtCovth!NC MCH ARCHrTECT/.AACHrTECTURAI. OWi DRAJN~a:m.r HI< HOLLOW MITA.I. NO NUMBER RS ROOM SIGN ,SD AUTOW.11C SPRINKl.£R DRAIN ,. HD HOLD-OPEN NOM NOM'.W.1. "'' RESIUtNT SfffET n.ClORINC ,SPH A!lPrW.T E EAST HORIZ HORIZONTAL NFS HOMINN. PIPE SJZE "" RESILIENT tlLE nooR ""' ASSEMBLY (A l>CH HP HICH POINT NRC NOISE RWUCTIOH CO£f'f1CIENT IIWC RP.rN WATER CONOUClOR II{ '""" "5U>l (E) "'ISTINC HT! HOIIR NS1 NATUP).L STONE: TIU: Rwl' FIESILlENT WOOD ruJ0R "" K:OUSTICAL WALi. Pnla. '" E!.ASTOMEFl1C COATING HS HICH STROiCTtt "" NOT TO SCAtE RWT. RArN WATER L£ADER '"°" [CONOMlZEA HS8 HIGH fflENCTH BOLT 0/0 "" _, ICU EVM'ORA'!M COOLING UNIT MIC HEATING OlJI TO OUT • SDI/TH B80 BULtE:'tlN IOAAD 1F 00-I FACE MIR """" .. OUTSIDE AIR s SHEtr 86RC B"tt BEARING !HD rucm1e: H.INO DR"rc.R IIVY HEAVY .. IMRAll SA SUPPLY AIR BC 8'CK or CURe IJ !XFAN510N JOINT "''° HEATING, \'ENT1A110N, A!R ccmomONINO OBS OBSCURE s,c SUPP~Y AIR CRILLE BO "°"" It [l[VA1ION .. HOl WATER DC DN CENTER SALV SI\LVAliE BG l!UMPER CU>JlO llAST ELASTOMtmc l!VO l!VOIL<NT OD DUTSIDE W,M['T[R SAN .... .., BtTW l!ETWEEN IT.EC ELECiRl¢(M.} 0D DUTSIOE Dlo!(NSION SAT SATURATION BEV BEVEL !LEV El:VATDR 0 INSIDE DIAIJITER OFC! OWNER f'WINISHEO CON'l'RACTOR llSTAU.£0 .. SPLASH ll.OC''- """ BliUMINOU5 "''" (MEnGENCY • INSIO£ FACE CIFOI DwNm nJRNISH!tl OWNm INSTALI.£0 SC SHOWER CURT>IN IIUlG EIUILDING -DW,l[L ·; WlM R.UJMINATION OH OPPOSITE w.ND SC SOLID CORE BU< BLOO< !l«:L ENCLOSUIU'. •CIHD INCANOESCEtfl 0HD IMRHE>O SCD SEAT COVER DIS?DfSER au«; '""""" """ INCINEtR ., mLET . ...,, OVAL HOOi WOOD SCREW SCHED SCHEDULE """' """"""' ENTR (N'!RANC£ l<S1L INSTAU.ATION OPNG OPENING so SOAP DISPENSER .... BELOW £1> ELECTRICAL P,u.JEL .5\/L mSVLA""' OPP DPPOSrtE so STORM DRAIN .. '"" EOP !OGE OF PAVOJM Ill 0/TERlOR Cl'T OPTIONAL so SUPl'LY DIFR.ISER .. 8tNCH ~K .. ,. l?H'fl.ENC PROf!"11.ENE DIENE MONOMER "" IMRT '" DVmf'LOW ROOF l>AA'N sos SITE OIRECllONAL SICN .. ,, BRICK IIASONRY tmrr .. [QLl<L ""a INVERT £1.EVATlON ORIG ORIGINAL scc SECOND BOF BOTTOM OF FOOTING Eal SP [QJ.W.LY S?>.CEO F IRON PIPE ML OVERFLOW SECT S£CTOO 801 BOTTOM [QIJIP [OVPMENT FS INSIDE PIPE Sl2E ., OUNCE SGL SINGLE BRO 8£AAING ES ,:,CH SIDE FS IIITTRW:OONA. PIPE Sl»IWID • PEHtrf SHI 51-fiT/SHEalNG IRS BRASS EST ES11MA1E "" """""' '"' PA!Wt.El. SHTHG 51,rAllilNG 8RZ BRONZE ESMHl EASEMENT ""' INSTANTANEOUS WATER KEATER PB PANIC~ 511V SH!LV[S/SHELVING BSMllt 8'.SELIENT "' EACH WAY PBD PAR11Cl£BCAAO SHI Sim BUR BUll.T-llP ROOf IWC nrcTRICAl WATER COOLER .,,. 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LINE-,-. -. --' - AACHITECT PROJECT KEYNOTES NTD ARCHITECTS -4719 Viewridge Ave., Suite 200 San Diego, CA 92123 Gleodoro • San Diego • Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING liTLE NO. DATE 6 6 I\ I/ 1/\ COMMUNITY CENTER SHEET INDEX REVISION COMMENTS ORAWN BY DB PROJECT NO . 2000-0247 CHECKED BY OATE RN @ 12-09-03 ORAWING NO. T0.1 SHEET ? OF r O 2 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE. MINNESOTA REOR(JER SY ?.~.qT NUM8~"! 85~cl DRAWING NUMBER SAFClJ PRODUCTS • NEW HOPE, MINNESOTA RE/J>1C'f:>1 l3Y PM!T NI IMB!"rl l;!'i!'i::l DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA Rl:LlAIJl:f:I 9Y PAITT NUM8£:R 655::1 J DRAWING NUMBER SAFC□ PRODUCTS • NEW HOPE, MINNESOTA FIBJFIOER BY PART NUMBER 6553 --ro::n~ONSCG[lfl'!ll"1"rMT~l5!..IIE----------· -------rc:mmNEIYoE:lfl'IU.~TlllfHl~LlKE-------------------~;QSITJUN J;Er,]: [If l'IUlf' ON Tit!:; "J!IE -·-----~nmmaN!IICE(lfl'!'.INT,lH"l!l;L/N[---- GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH: 1997 Uniform Bui!ding Code ond 1998 Catifornio Amendments for occessibifrty (1998 Canrornio Building Code, PART 2, Title 24, C.C.R.) 1996 Notional Electrical Code and 1998 Colifarn;o Amendments for accessibility (1996 Colifornio Electrical Code, PART 3, Tille 24, C.C.R.) 1997 Uniform Mechanical Code and 1998 California Amendmenls for ciccessibi!ity (1998 Colirorni< Mechanical Code, PART <4, Title 24, C.C.R.) 1997 Uniform PhJmbing Code Clnd 1998 California Amendments for accessiblfily (1998 Colifomio Plumbing Code, PART 5, Titre 24, C.C.R.) 1997 Uniform Fire Code and 1998 Colifornio Amendments for accessibility (1998 California tire Co~e. PART 9. Tille 24. C.C.R.) Accessibility regulations established by lhe Americans with Disobifities Accessibil!ly Guidelines, as amended, 28 CFR Part 36 and .36 CFR Part 1191. 1998 Californto Energy Code, PART 6, Title 24, C.C.R. Health Services regufotions established by Title 17, C.C.R. County Health Deportment re9ulotions established In accordance with Section 27550, Colifomlo Health and Safety Code. All worK shall conform to Title 24, California Code cf Regulations (CCR) 2. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE REQUIREMENTS or THESE CODES AND ALL APPLICABLE LOCAL ORDINANCES. WHERE COITTRACT DOCUMENTS [XCEED SUCH REQUIREMENTS, WITHOUT 'llOLATING SUCH CODES, REGULATIONS ANO ORDINANCES, CONTRACT DOCUMENTS TAKE PRECEDENCE. WHERE CODES CONFLICT, THE MORE STRINGENT SHALL APPLY. 3. DURING THE [NT1RE CONSTRUCTION PERIOD, IT SHALL BE THE SOLE RESPONSIBILITY or THE CONTRACTOR TO MAINTAIN CONDITIONS AT THE PROJECT SITE TO MEET THE REQUlREMENTS or THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ADWNISTRATION (OSHA) AND CALIFORNIA OCCUPATIONAL REGULATIONS • THIS PROVISION SHALL COVER THE CONTRACTOR'S EMPLOYEES AND ALL OTHER PERSONS WORKING UPON OR 'llSITING THE SITE. THE CDNTRACTOO SHALL BECOME FULLY INFORMED OF ALL APPLICABLE STANDARDS AND REGULATIONS ANO INFORM ALL PERSONS AND REPRESENTATIVES RESPONSIBLE FOR WORK UNDER THIS CONTRACT, 4. CONrlRM ALL NEW AND EXISTING CONDITIONS WITH THE CONTRACT DOCUMENTS. NOTifY ARCHITECT IMMEDIATELY IN WRITING DF ALL DISCREPANCIES OR CONFLICTS. DO NOT PROCEED WITH WORK IN THE AREA OF DISCREPANCY OR CONFLICT UITTIL DIRECTION IS GIVEN BY ARCHITECT ,1110 APPROVED BY OWNER. IF CONTRACTOR PROCEEDS WITHOUT DIRECTION FROM ARCHITECT, IT SHALL BE AT CONTRACTORS RISK, AND CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED CORRECTIVE ACTION. 5. REVIEW THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF SYSTEMS SHOWN ON CONSULTING ENG..,EERS DOCUMENTS. DISCREPANCIES BCTWEEN THE ARCHITECTURAL AND CONSULTING ENGINEER"S DOCUMENTS SHALL BE BROUGHT TO ARCHITECT'S ATTENTION FOR DIRECTION. CONSTRUCTION INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY CONTRACTOR AT NO EXPENSE TO THE OWNER. 6. DO NOT SCALE THE CONSTRUCTION DOCUMENTS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED GRAPHICS. NOTifY ARCHITECT IMMEDIATELY IN WRITING OF ALL ACDITIONAL REQUIRED DIMENS,ONS. DD NOT PROCEED WITH WORK IN THE AREA OF DISCREPANCY OR CONFLICT UNTIL DIRECTION IS GIVEN BY ARCHITECT. IF THE CONTRACTOR PROCEEDS WITHOUT DIRECTION FROM ARCHITECT, IT SHALL BE AT CONTRACTORS RISK, AND CONTRACTOR SHALL BE. RESPONSIBLE FOR ALL REQUIRED CORRECTVE ACTION. 7. CORRECT ALL f/ORK INSTALLED IN CONFLICT WITH THE CONSTRUCTION DOCUMENTS BY CONTRACTOR AS DIRECTED BY ARCHITECT AND AT ND ADDITIONAL EXPENSE TO THE OWNER. 8. 'llSIT JOB SITE PRIOR TO BEGINN"G WORK ANO VERlfY ALL DIMENSIONS AND CONDITIONS. 9. OWNER Will PAY FOR ALL PERMITS, GOVERNMENTAL FEES AND LICENSES REQUIRED FOR PROPER COMPLETON OF THE WORK. REQUEST ALL INSPECTIONS REQUIRED BY LOCAL GOVERNMENTAL AGENCIES ANO COORDINATE THE WORK ACCORDINGLY. 10. WHERE WORK OR EQUIPUENT IS l'JDO:ATED "N.I.C." (NOT IN CONTRACT) DN THE DRAWlNGS. SUCH WORK AND/Oil EQUIPMENT SHALL BE PROVJDED BY OTHERS. CONTRACTOR SHALL COORDINATE AND COOPERATE TO EFFECT SUCH INSTALLATION. 11. ALL PLAN DIMENSIONS SHOWN AT CENTER OF WALL REPRESENT CENTER LINE OF STUD OR STRUCTURAL ELEMENT UNLESS NOTED OTHERWISE. 12. ALL PLAN DIMENSIONS FOR MASONRY AND CONCRETE REPRESENT FACE OF MATERIAL ,IND OPENING UNLESS NOTED OTHERWISE. 13. ALL DIMENSIONS SHOWN ARE TO FACE OF STUD AT NEW CONSTRUCTION AND FACE or FINISH, UNLESS NOTED OTHERWISE. 14. DIMENSIONS ARE NOT ADJUSTABLE WITHWT THE REVIEW OF ARCHITECT UNLESS NOTED (+/-) OR "VERIFY'. DIMENSIONS NOTED "HOLD" SHALL BE CDNSlDERED AS ABSOLUTE AND USED FOR LAY-OUT CONTROL UNLESS OTHERWISE DIRECTED BY ARCHITECT. 15. PROVIDE WORK NOT SPECIFlCALLY DETAlLED OR SPECIFlED IN ACCORDANCE WITH DETAILS OR SIZES COVERING SIMILAR WORK. 16. "slMILAA" MEANS COMPARABLE CHARACTERISTICS FOR THE ELEVATION OR DETAIL NOTED VERlfY DIMENSIONS AND ORIENTATION ON PLANS. 17. ABBREVIATIONS THROUGHOUT THE DOCUMENTS COMPLY WITH DOCUMENT ABBREVIATION LIST OR ARE THOSE IN COMMON USE. ARCHITECT Will DEFINE THE INTENT OF Afr/ IN QUESTION. 18. REFER TO THE PRMCT MANUAL FOR GENERAL CONDITIONS, SUPPLEMENTAllY AND SPECIAL CONDITIONS, AND OTHER REQUIREMENTS. 19. PRO'llOE BARRICADES AND PROTECTIVE DEVICES SEPARATING CONSTRUCTION AREAS. PROVIDE TEMPORARY PASSAGES AS REQUIRED. PRIOR TO DELIVERY DF MATERIALS TO CONSTRUCTION ZONE AND REMOVAL OF WASTE FROM SITE, CHECK WITH OWNER/ARCHITECT/ RESIDENT tJSPECTOR FOR ACCEPTABLE ACCESS ROUTE AND TIME. UNDER NO CIRCUMSTANCES USE AREA OUTSIDE THE CONSTRUCTION ZONE WITHOUT PRIOR CLEARANCE FROM THE OWNER/ARCHITECT. COMPLY WITH REQUlREMENTS AS SPEC1r1ED IN PROJECT MANUAL 20. PROVJDE FOR THE PROPER SEQUENCE OF CONSTRUCTION, LOCATION ,1110 SIZE Of OPENINGS. COORDINATE ALL CONSTRUCTION AS INDICATED BY THE CONTllACT DOCUMENTS. INCLUDING SHOP DRAWlNGS REVIEWED BY ARCHITECT. 21. REMOVE ALL TRASH AND DEBRIS DAILY. DO NOT STORE BUILDING MATERIALS IN CORRIDORS AT ANY TIME. COMPLY W!TH REQUIREMENTS AS SPECIFIED IN PRMCT MANUAL. 22. VERlfY POINTS OF CONNECTION, INCLUDING SIZES AND LOCATIONS. mo All OTHER REQUIRED OPERATING CRITERIA WITH EQUIPMENT MANUFACTURER. 23. COORDINATE THE LOCATION AND TYPE Of ALL ACCESS PANELS REQUIRED FOR ACCESSING MECHANICAL. PLUMBING, ELECTRICAL AND OTHER BUILDING SYSTEMS WITH ARCHITECT. 24. CONTRACTOR SHAlL STIPULATE THAT ALL PROPOSED SUBSTITUTIONS ARE EQUAL tJ PERFORMANCE AND COMPLY WITH APPLICABLE CODES AND REGULATIONS. CONTRACTOR'S SUBSTITUTION OF ALTERNATE MATERIALS OR SYSTEMS SHALL BE AT NO ADDITIONAL COST TO OWNER. 25. THE INTENT OF THESE DWGS. AND SPECS. IS THAT THE f/ORK Of THE ALTERATION, REHABILITATION, OR RECONSTRUCTION IS TO BE tJ ACCORDANCE WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS. SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NON-COMPLYING CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY lHE CONTRACT DOCUMENTS WHEREIN THE FINISHED WOOK WILL NOT COMPLY WITH T-24 CALIFORNIA CODE OF REGULATIONS. A CHANGE ORDER, OR A SEPERATE SET or PLANS ANO SPECS, DETAILING AND SPECIFi'ING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE GOVERNMENT AGENCY BEFORE PROCEEDING WlTH THE WORK. STRUCTURAL NOTES 1. SUPPOOT ,1110 BRACE ALL PIPES, DUCTS, AND CONDUITS PER THE FOLLOWING STANDARDS OR APPROVED EQUAL, 'ANCHORAGE PRE-APPROVAL fR-0010: SMACNA "l;UIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS" •ANCHORAGE PRE-APPROVAL fR-0003: SUPERSTRUT SEISMIC RESTRAINT SYSTEM (FOR PIPES AND CONDUIT ONLY) 2. PROVIDE ALL TEMPORARY SHORING ,11/Q BRACING AS REQUIRED FOR ALL DEMOLITION AND NEW WORK AS REQUIRED. ASSUME FULL RESPONSIBILITY fOR REPAIR AND/OR REPLACEMENT OF DAMAGED AREAS, INCLUDING BUT NOT NECESSARILY L""TED TO, STRUCTURE, FINISHES, EQUlPMENT AND FURNISHINGS IF DAMAGE OF ANY KIND OCCURS AS RESULT OF IMPROPER OR INADEQUATE SHORING OR BRACING, 3. UNLESS SPECIFlCALLY DETAILED ON STRUCTURAL DRAWINGS, DO NOT CUT OR OTHERWISE MODlfY STRUCTURAL ELEMENTS WITHOUT DIRECTION FROM ARCHITECT, ENGINEER AND A?PROVED BY LOCAL AGENCY. PROVIDE REINFORCEMENT, SUPPORT, TEMPORARY SHORING SATISFACTORY TO THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO CUTTING INTO STRUCTURAL PORTIONS Of Afr/ BUILDING ELEMENT. PROVIDE ALL CUTTING OF STRUCTURAL ELEMENTS, ANO ALL ASSOCIATED REPAIR OR REFINISHING or ADJACENT SURFACES AT NO ADDITIONAL [XPENSE TO THE OWNER. ~-WHEN INSTALLING DRILLED-IN ,11/CHORS AND/DR POWER DRIVEN PiNS IN EXISTING NON-PRE-STRESSED REINFORCED CONCRETE, USE CARE AND CAUTICN TO AVOID CUTTING OR DAMAGING EXISTING REINFORCING BARS. MAINT,'JN A MINIMUM CLEARANCE OF. ONE INCH BCTWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR AND/OR PIN. 5. PROVIDE TEMPORARY SHORING FOR EXCAVATIONS THAT REMOVE THE LATERAL SUPPORT FROM AN EXISTING BUILDING OR A PUBLIC WAY. PRIOR TO ISSUANCE or PERMIT, OBTAIN APPROVAL FROM THE ENFORCING AGENCY FOR [XCAVATIONS ADJACENT TO A PUBL!C WAY. 6. OBTAIN NECESSARY PERMITS, INCLUDING CALIFORNlA DIVISION OF INDUSllllAL SAFETY, PRIOR TO ISSUANCE or A BUILDING OR GRADING PERMIT FOR All TRENCHING. MISC. FINISH NOTES 1. ALL CEILING HEIGHT DIMENSIONS MEASURED TO FINISH SURFACES UNLESS NOTED OTHERWISE. 2. EXTEND BASE MATERIAL BEHIND ALL MOVABLE EQUIPMENT AND INTO All ALCOVES, KNEESPACES ,IND SIMILAR AREAS, UNLESS NOTED OTHERWISE. J. WHEN COUNTERTOP SPLASH IS REQUIRED, EXTEND SPLASH ON SIDES WHERE COUNTER JOINS ADJACENT WALL SURFACE UNLESS NOTED OTHERWISE. 4. ALL INTERIOR FINISHES SHALL COMPLY WITH CHAPTERS 8, 16 AND 25, "CLUOING TABLE 16 -A, 16-B AND 25A, PART 2, mLE 24, CCR, 5. PROVIDE BACKING PLATES OR BLOCKING BEHIND All WALL MOUNTED EQUIPMENT, CASEWORK, ANO ACCESSORIES AS REQUIRED FOR POSITrlE ATTACHMENT TO STRUCTURE. 6. SEAL ALL PENETRATIONS or SOUND RATED PARTITIONS. FLOORS OR CEILING ASSEMBLIES , INCLUDING ELECTRICAL DEVICES, CABINETS AND OTHER ELEMENTS WITH APPROVED RESILIENT SEALANT. SEE AGENCY NOTES FOR PENETRATION REQUIREMENTS OF FIRE RATED AND SOUND RATED ASSEMBLIES. WEDGE ANCHOR NOTES WEDGE (EXPANSION) ANCHORS IN HARDENED CONCRETE 1. ALL WEDGE (EXPANSION) ANCHOR IN HARDENED CONCRETE AND THEIR TESTING SHALL COMPLY WITH PART 2, TITLE 24. CCR. 2. THE RATIO Of ACTUAL TO ALLOWABLE SHEAR PLUS THE RATIO OF ACTUAL TO ALLOWABLE TENSION SHALL NOT EXCEED 1.0D, WHEN SUCH SHEAR AND TENSION OCCUR SIMULTANEOUSLY UNDER THE SAME LOADING COMBINATION ON THE SAME ANCHOR. 3. ALL WEDGE ANCHORS TO BE USED STRICTLY IN ACCORDANCE WITH THE MANUrACTURER'S RECOMMENDATIONS mo ICBO REPORT N0.1372, JUNE 1997. 4. SEE STRUCTURAL FOR WEDGE ANCHOR SPECS 5. ALL LOAD TESTS AS SPECIFIED HEREIN SHALL BE PERFORMED IN THE PRESENCE or THE PROJECT INSPECTOR ,1110 A COPY OF THE RESULTS SUBMITTED TO THE ENGINEER Of RECORD. 6. APPLY PROOF TEST LOADS TO WEDGE AND SLEEVE ANCHORS WITHOUT REMOVING THE NUT IF POSSIBLE. IF NOT, REMOVE NUT AND INSTALL A THREADED COUPLER TO THE SAME TIGHTNESS OF THE ORIGINAL NUT USING TORQUE WRENCH AND APPLY LOAD. 7. FOR SLEEVE INTERNALLY THREADED CATEGORIES, VERlfY THAT THE ANCHOR IS NOT PREVENTED FROM WlTHDRAWING BY A BASEPLATE OR OTHER FDCTURE(S). IF RESTRANT IS FOUND, LOOSEN AND/OR REMOVE FIXTURE(SJ PRIOR TO TESTING. B. REACTION LOADS FROM TEST FDCTURE(S) MAY BE APPLIED CLOSE TO THE ANCHOR BEING TESTED, PROVIDED THE ,II/CHOR IS NOT RESTRANED FROM WITHDRAWING BY THE FIXTURE(S). 9. TEST EOUl'MENT IS TO BE CALIBRATED BY AN APPROVED TESTING LABORATORY IN ACCORDANCE WITH STANDARD RECOGNIZED PROCEDURES. 10. 500: OF" ALL WEDGE ANCHORS SHALL BE TESTED IN TENSION. EXCEPT THAT If THE DESIGN LOAD IS LESS THAN 75LBS ONLY ONE ANCHOR IN TEN NEE□ TO BE TESTED. TEST LOADS SHALL BE AS INDICATED FOR EACH RESPECTIVE ANCHOR. If ANY ANCHOR FAILS THE TEST LOAD TEST, THEN ALL ANCHORS OF THE SAME CATEGORY NOT PREVIOUSLY TESTED SHALL BE TESTED UNTILL (20) PASS. THEN RESUME THE INITIAL TESTING FREQUENCY. ANCHORS THAT FML SHALL BE REPLACED WITH NEW ANCHORS AND RETESTED. THE LOAC MAY BE APPLIED BY Afr/ METHOD THAT WILL EFFECTIVELY MEASURE THE TENSION IN THE ANCHOR. PRIOR TO TESTING CONTRACTOR SHALL SUBMIT A PROPOSED TESTING PROCEDURE TO THE ENGINEER Of RECORD. 11. ALL ANCHORS SHALL BE LOADED IN TENSION TO THEIR ALLOWABLE TENSION LOAD AS INDICATED FOR EACH RESPECTIVE ANCHCR, SO AS TO DEVELOP Afr/ ANCHOR SET. 12. THE FOLLOWlNG CRITERIA APPLY FOR THE ACCEPTANCE OF l'JSTALLEO ANCHORS. HVDRAULIC RAM METHOD: THE ANCHOR SHOULD HAVE NO OBSERVABLE MOVEMENT AT THE A?PUCABLE TEST LOAD. FOR WEDGE AND SLEEVE ANCHORS, A PRACTICAL WAY TO DETERMINE OBSERVABLE MOVEMENT IS IF THE WASHER UNDER THE NUT BECOMES LOOSE. TORQUE WRENCE METHOD, THE APPLICABLE TEST TOROUE MUST BE REACHED WlTHIN THE FOLLOWING LIMITS: ONE-HALF (1/2) TURN Of THE NUT. ONE-QUARTER (1/4) TURN OF THE NUT FOR THE 3/8 IN. SLEEVE ANCHOR ONLY. FIRE & LIFE SAFETY NOTES 1. ALL INTERIOR rlNISHES SHALL CONFORM TD THE REQUIREMENTS OF CHAl'TER 8, PART 2, TITLE 24, CCR. ALL FINISHES SHALL HAVE A FLAME SPREAD RATING OF 75 DR LESS, mo A SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH u.e.c. STANDARD ND. B-1, ANO SHALL HAVE A CLASS I OR II FLAME SPREAD CLASSIFICATION PER TABLE 8-A. 2. ALL INSULATION MATERIALS INSTALLED WITHIN ROOF -CEILING ASSEMBLIES, ATTICS, OR WALLS SHALL HAVE A FLAME -SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE MTH u.e.c. STANDARD NO. 8-1. 3. ALL RATED DOORS SHALL BE POSITIVE LATCHING. 4. ALL FIRE RATED DOOR ASSEMBLIES SHALL BE PROVIDED WiTH APPROVED GASKETNG MATERIAL INSTALLED TO PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON BOTH SIDES AND ACROSS THE TOP. 5. MANUFACTURERS INSTALLATION INSTRUCTIONS SHALL BE AVMLABLE ON THE JOB SITE FOR ALL RATED OPENING ASSEMBLIES. 6. PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE or FLAMES ANO HOT GASES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC OF FIRE STOPS ASTM-E-B14 AND UBC STANDARD 7-5. 7. ALL ELECTRICAL, MECHANICAL. AND PLUMBING PENETRATIONS, INCLUDING CONDUITS AND PIPING, THROUGH FIRE RATED WALL, FLOOR AND CEILING ASSEMBLIES SHALL BE TIGHTLY AND SOLIDLY SEALED WITH FIRESTOPPING COMPLYING WITH UBC STANDARD 7-5. WHERE ITEM PENETRATES AN AREA SEPARATION WALL. THE SECTION PASSING THROUGH THE WALL SURFACE AND THE FlXTURE CONNECTIONS THERETO SHALL BE ONLY OF METAL. B. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING or NOT LESS THAN 2-A-10BC WITHIN A 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR. 9. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING DF NOT LESS THAN 1-BC FOO ELECTRICAL ROOMS, MECHANICAL ROOMS, ELEVATOR MACHINE ROOMS AND TRASH ROOMS. 10. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2A·1DBC WITHIN A 75 FOOT TRAVEL DISTANCE FOR PARKING AREAS. 11. THE CONTRACTOR IS TD PROVIDE AN APPROPRIATE NUMBER OF PORTABLE FIRE ~~~iu1~~~~~iJ!g1~0~. RATING or NOT LESS THAN 4A-60BC FOR PROTECTION 12. THE CONTRACTOR SHALL PROVIDE AND INSTALL TEMPORARY PEDESTRIAN PROTECTION AS REQUIRED BY LOCAL CODE ANO SPEClrlCATION. 13. 00 NOT BLOCK EXITS AT ANY TIME DURING CONSTRUCTION. 14. PR0"1DE FlRE DAMPERS AT ALL DUCT PENETRATIONS Of FIRE RATED WALLS, FLOORS, SHAFTS AND CEILINGS. COMBINATION FIRE/SMOKE DAMPERS SHALL BE USED AT DUCT PENETRATIONS OF" RATED CORRIDOR WALLS. 15. FIRE DAMPER DETAILS SHOWN FOR REFERENCE ONLY. FIRE DAMPERS SHALL BE APPROVED AND LISTED BY STATE FIFE MARSHAL. INSTALL STRIC71.Y PER MANUFACTURER'S PRINTED INSTRUCTIONS AND LISTING APPROVAL. MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE MADE AVAILABLE TO THE INSP~CTING AUTHORITIES. 16. DUCT INSULATION APPLIED TO THE EXTERIOR SURFACE OF DUCTS LOCATED IN eu1LDINGS SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 25 ,1110 A SMOKE-DEVELOPED RATING OF NOT MOOE THAN !SO WHEN TESTED AS A COMPOSITE INSTALLATION INCLUDING INSULATION, FACING MATERIALS, TAPES AND ACHESIVES AS NORMALLY A?PLIEO. 17. THE FIRE ALARM SYSTEM SHALL CONFORM TO ARTICLE 760 OF THE CALIFORNIA ELECTRICAL CODE, STANDARDS AS DEFINED IN CHAl'TER 35 CALIFORNIA BUlLDING CODE AND APPLICABLE NFPA STANDARDS. 18. THE CONTRACTOR SHALL PROVIDE PROTECTION COMPLYING WITH TITLE 8, CCR, DURING WELDING. FURTHER PROTECTION SHALL BE PROVIDED TO ANY OCCUPANTS AND THE PUBLIC WITH PORTABLE SOLID VJSION BARRICADES AROUND LOCATION WHERE WELDING IS BEING PERFORMED. PROVJDE SIGNS WARNING AGAINST LOOKING AT WELDING WITHOUT PROPER EYE PROTECTION OR EQUWALENT. ACCESSIBILITY NOTES I. PROVIDE WALKS WITH LEVEL LANDINGS AT ALL EXTERIOR EXIT DOOOS COMPLYING WITH CHAPTERS 10 AND 11B, PART 2, TITLE 24, CCR •• WITH NOT LESS THAN BO INCHES X 60 INCHES IN DIMENSION AND WlTH Ml>J(IMUM 2 PERCENT SLOPE. 2. SURFACE CROSS SLOPE GRADIENT SHALL NOT EXCEED 2 PERCENT PER FOOT AT WALKS AND PATHS WITHIN THE ACCESSIBLE PATH or TRAVEL 3. PROVIDE ACCESSIBLE BUlDING ENTRANCES COMPLYING WITH CHA?TERS 10 AND 118, PART 2, TITLE 24, CCR., UNLESS SHOWN OTHERWISE. 4. PROVIDE WARNING CURB, RAILING/GUIDE RAIL OR OTHER PROTECTIVE DEVICE AT All ABRUPT CHANGES IN LEVEL, (EXCEPT BETWEEN A WALK/SIDEWALK AND ADJACENT STREET OR DRIVEWAY) COMPLYING WITH CHAPTER 10, PART 2, TITLE 24, CCR. PROVIDE MINIMUM 6 INCH HIGH CURB. WHERE GUARDRAIL OR HANDRAIL IS PROVIOED, NO CURB IS REQUIRED F GUIDE RAIL IS PROVIDED CENTERED AT 3 INCHES ABOVE SURFACE OF WALKWAY, PLUS OR MINUS 1 INCH. NO CURB IS REQUIRED IF WALKWAY IS S PERCENT OR LESS IN GRADIENT OR NO ACJACENT HAZARD EXISTS. 5. DOOR CONSTRUCTION AND HARDWARE • PROVIDE THE BOTTOM 10 INCHES OF ALL DOORS (EXCEPT AUTOMATIC AND SLIDING DOORS) WITH A SMOOTH UNINTERRUPTED SURFACE PERMITTING THE DOOR TO BE OPENED BY A WHEELCHAJR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. • LIMIT DOOR OPERATING FORCE IN COMPLIANCE WITH CHAPTER 10, PART 2. TITLE 24, CCR. Ml>J(IMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED THE FOLLOWING: • B-5 POUNDS FOR EXTERIOR DOORS • 5 POUNDS FOR INTERIOR DOORS. • 15 POUNDS FOR DOORS WITH FlRE RATED LABELS. • PROVIDE DOOR OPENING HARDWARE COMPLYING WITH CHAPTERS 10 AND 11B, PART 2, mLE 24. CCR. CENTER HAND-ACTIVATED DOOR OPENING HARDWARE BETWEEN 30 INCHES AND 44 INCHES ABOVE THE f,OOR. HAND ACTIVATED LATCHING ANO LOCKING DOORS, LOCATED IN THE PATH or TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WiTHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL BE ACCESSIBLE AS SPEClf[D IN DIRECTION OF EGRESS. PANIC HARDWARE SHALL BE MOUNTED BCTWEEN 36" TO 44" ABovE THE FLOOR. • PROVIDE THRESHOLDS COMPLYING WITH CHAPTER ID, PART 2. TITLE 24, CCR, WITH Ml>J(IMUM TOTAL HEIGHT OF 1/2 INCHES. B. ACCESSIBLE WATER CLOSET COMPARTMENTS AND FlXTURES • PROVIDE ACCESSIBLE WATER CLOSETS C@PLYlNG WITH CHAPTER 118, PART 2. mLE 24, CCR ANO ACCESSIBLE DIMENSION SCHEDULE, DETAIL 1/A11.3 • PROVIDE ACCESSIBLE CONTROLS COM PL YING WITH CHAPTER 11 B, PART 2, TITLE 24, CCR AND CHAPTER 15, PART 5, TITLE 24, CCR. • EXCEPT FOR DOOR OPENING WlDTHS AND DOOR SWINGS, PRO'llDE A MINIMUM 44 INCH WIDE CLEAR AND UNOBSTRUC'TED ACCESS PATH TO ACCESSIBLE WATER CLOSET COMPARTMENTS. • PROVIDE MINIMUM 4B INCH CLEAR SPACE IMMEDIATELY IN FRONT OF WATER CLOSET WHEN DOOR IS AT END or COMPARTMENT. • PROVIDE MINIMUM 60 INCH CLEAR SPACE IMMEDIATELY IN FRONT OF WATER CLOSET WHEN DOOR IS AT SIDE OF COMPARTMENT. • PROVIDE ACCESSIBLE WATER CLOSETS WITH SEAT HEIGHTS A MINIMUM OF 17 INCHES AND A Ml>J(IMUM OF 19 INCHES /oFf, MEASURED TO THE TOP or THE TOILET SEAT. • PROVlDE FLUSH CONTROLS OPERABLE BY ,IN OSCILLATING HANDLE WITH A MAXIMUM OPERATING FORCE OF FIVE POUNDS, REMOTE LOW VOLTAGE BUTTON OR OTHER APPROVED CONTROL DEVICE. LOCATE HANDLE OR CONTROL TO BE OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOVEMENT. • PROVIDE WATER CLOSET COMPARTMENT DOORS W!TH ,IN AUTOMATIC CLOSING DEVICE, PROVIDE COMPARTMENT DOORS WITH A CLEAR UNOBSTRUCTED OPENING MDTH OF 32 INCHES WHEN LOCATED AT THE END ANO 34 INCHES WHEN LOCATED AT THE SIDE, MEASURED WITH THE: DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 7. ACCESSIBLE URINALS • PROVIDE ACCESSIBLE URINALS COMPLYING WITH CHAPTER 118, PART 2, TITLE 24, CCR AND ACCESSIBLE DIMENSION SCHEDULE, DETAIL 1/A11.3 • PROVIDE ACCESSIBLE CONTROLS COMPLYING WITH CHAl'TER 11B. PART 2, TITLE 24, CCR ANO CHAPTER 15, PART 5, TITLE 24, CCR. • WHERE URINALS ARE PROVIDED, PROVIDE AT LEAST ONE ELONGATED RIM FIXTURE WITH RIM UOUNTED AT A MAXIMUM OF 17 INCHES ABOVE THE FLOOR ,!; W/14" PROJECTION FROM WALL. PROVIDE FLUSH CONTROLS OP£RA9LE BY AN OSCILLATING HANDLE WITH A MAX.,UM OPERATING FORCE OF FIVE POUNDS, REMOTE LOW VOLTAGE BUTTON OR OTHER APPROVED CONTROL DEVICE. MOUNT CONTROL A MAXIMUM OF 44 INCHES Aff. B. ACCESSIBLE LAVATORIES • PROVIDE LAVATORIES COMPLYING WITH CHAPTER 11B, PART 2, mLE 24, CCR AND ACCESSIBLE DIMENSION SCHEDULE. DETAIL 3/A5. I • PROVIDE ACCESSIBLE CONTROLS COMPLYING WITH CHAPTER 118, PART 2, TITLE 24, CCR AND CHAPTER 15, PART 5, TITLE 24, CCR. • PRO~OE LAVATORIES WITH MINIMUM 29 INCHES CLEARANCE FROM FINISH FLOOR TO APRON. PROVIDE KNEE CLEARANCE UNDER FRONT APRON MINIMUM 30 INCHES WIDE, MINIMUM 27 INCHES HIGH MEASURED 8 INCHES BACK FROM APRON FRONT EOGE. PROVIDE TOE CLEARANCE MINIMUM 9 INCHES HIGH, 30 INCHES WIDE. EXTENDING MINIMUM 17 INCHES IN DEPTH FROM THE FRONT Of LAVATORY. • tJSULATE OR OTHERWISE COVER HOT WATER AND DRAIN PIPES UNDER LAVATORY. SHA~P OR ABRASIVE SURFACES UNDER LAVATORIES ARE NOT PERMITTED. • PROVIDE FAUCET CONTROLS AND OPERAilNG MECHANISMS OPERABLE WITH ONE HAND AND NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. LIMIT FORCE REQUIRED TO ACTIVATE CONTROLS TO MAXIMUM 5 POUNDS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 9. ACCESSIBLE SINKS • PRO'llDE SINKS COMPLYING WlTH CHAPTER 1, PART 2, TITLE 24 DETAL 3/A5.1 • PRO'llDE ACCESSIBLE CONTROLS COM PL YING WlTH CHAPTER 118, PART 2, TITLE 24, CCR AND CHAPTER 15, PART S, TITLE 24, CCR. • PROVIDE KNEE CLEARANCE UNDER SINKS MINIMUM 30 INCHES WIDE AND MINIMUM 27 INCHES HIGH, MEASURED FROM FINISH FLOOR TO BOTTOM Of SINK, AND EXTENDING A MINIMUM OF 19 INCHES FROM A?RON FRONT EDGE. • PROVIDE SINKS WITH Ml>J(IMUM DEPTH DF B-1/2 INCHES. • INSULATE OR OTHERWISE COVER HOT WATER AND DRAIN PIPES UNDER SINK. SHARP OR ABRASIVE SURFACES UNDER SINKS ARE NOT PERMITTED. • PROVIDE FAUCET CONTROLS AND OPERATING MECHANISMS OPERABLE WITH ONE HAND AND NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING DF THE WRIST. LIMIT FORCE REQUIRED TO ACTIVATE CONTROLS TO MAXIMUM 5 POUNDS. SELF-CLOSING VALVES ARE ALLOWED If THE rAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 10. GRAB BARS • PROVIDE GRAB BARS COMPLYING WITH CHAl'TER 119, PART 2, TITLE 24, CCR, DETAIL 3.15. f • SHARP DR ABRASIVE SURFACES ADJACENT TO GRAB BARS ARE NOT PERMITTED. • LOCATE CRAB BARS ON ONE SIDE AND THE BACK OF THE WATER CLOSET, 33 INCHES ABOVE AND PARALLEL TO THE FLOOR. PROVIDE SIDE CRAB BARS AT LEAST 48 INCHES LONG. WITH THE FRONT [ND POSITIONED 24 INCHES IN FRONT OF THE WATER CLOSET. LOCATE SIDE MOUNTED CRAB BAR MAXIMUM 12 INCHES FROM REAR WALL • PROVIDE REAR CRAB BARS AT LEAST 36 INCHES LONG, MOUNTED WITH CLOSEST END A MAXIMUM OF 6 INCHES FROM SIDE WALL.. • PROVIDE CRAB BARS WITH GRIPPING SURFACE DIAMETER OR WIDTH LIMITED TO 1-1/4 l'JCHES TO 1·1/2 INCHES OR EQUWALENT GRIPPING SURFACE. PROVIDE MINIMUM 1/B INCH RADIUS AT ALL CRAB BAR [DGES. WHERE CRAB BARS ARE MOUNTED ADJACENT TO A WALL. THE SPACE BCTWEEN THE WALL AND THE CRAB BARS SHALL BE 1-1/2 INCHES. • GRAB BARS SHALL NOT ROTATE IN THEIR FITTINGS. DRAWING NUMBER SAFCO PRODUCTS • Ne/,/ HOPE, MINNEsOTA RE□RCJEJl BY ;oAITT NLIMRFR l:l!'i!'i::I ---rosma~ maE ~ P1mr 011 nus LINE -- 11. ACCESSIBLE TOILET ACCESSORIES • PROVIDE ACCESSORIES COMPLYING I/ITH CHAPTER 118, PART 2, TITLE 24, CCR AND ACCESSIBLE DIMCNSION SCHEOULE, DETAIL 3/A5. I • WHERE TOWEL, SOAP AND SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, PROVIDE AT LEAST ONE OF EACH TYPE MTH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, LOCATE□ MAXIMUM 40 INCHES AFF. • MOUNT MIRRORS WITH THE BOTTOM EDGE OF THE REFLECTING SURrACE Ml>J(IMUM 40 INCHES Aff. . • LOCATE TOILET TISSUE DISPENSERS WITHIN 12 INCHES OF THE FRONT EDGE OF THE TOILET SEAT. 12. ACCESSIBLE DRINKING FOUNTAINS • PROVIDE DRINKING FOUNTAINS COMPLYING WITH CHAPTER 119, PART 2, TITLE 24, CCR, CHAPTER 15, PART 5, TITLE 24. CCR AND ACCESSIBLE DIMENSION SCHEDULE, DETAIL 3/A5.1 ' PROVIDE DRINKING FOUNTAIN WITH MINIMUM 18 INCH DEPTH. • PROVIDE DRINKING FOUNTAINS WITH KNEE CLEARANCE MINIMUM 32 INCHES WIDE, MINIMUM 27 INCHES HIGH MEASURED 8 INCHES BACK FROM FOUNTAIN FRONT EDGE. PROVIDE TOE CLEARANCE MINIMUM g INCHES HIGH, 32 INCHES WICE, EXTENDING MAXIMUM 6 INCHES IN DEPTH FROM THE REAR WALL. • SIDE APPROACH DRINKING FOUNTAIN IS NOT ACCEPTABLE. • ACTIVATE WITH LEVER, PUSH BAR OR OTHER APPRovED CONTROL LOCATED MAXIMUM 6 INCHES FROM FRONT EDGE. LOCATE BUBBLER ORIFlCE MAXIMUM 6 INCHES FROM FRONT EDGE AND Ml>J(.,UM 36 INCHES Aff. lHE WATER STREAM FROM THE BUBBLER SHALL BE SUBSTANTALLY PARALLEL TO THE FRONT EDGE OF THE DRINKING FOUNTAIN. 13. ACCESSIBILITY SIGNAGE • PROVIDE TOILET ROOM ACCESSIBILITY SIGNAGE COMPLYING WITH CHAPTER 118, OMSION l PART 2, TITLE 24, CCR AND DETAILS 5/A0.2 • PROVIDE PERMANENT ROOM ACCESSIBILITY SIGNAGE COMPLYING WITH CHAPTER 118. DIVISION l PART 2, TITLE 24, CCR AND DETAILS 1/A0.2 • PROVIDE DIRECTIONAL AND INrORMATIONAL ACCESSIBILITY SIGNAGE COMPLYING WITH CHAPTER 11B, DMSION l PART 2, mLE 24, CCR AND DETAILS 1//o/).2 • PROVIDE 1/4" THICK IDENTIFICATION sYMBOLS ON DOORS TO SANITARY FACILITIES, CONSISTING OF A 12 INCH TRIANGLE FOR MEN AND 12 INCH DIAMETER Ci.CLE FOR WOMEN, PER SIGNAGE DETAIL 5/A0.2 14. PUBLIC TELEPHONES • WHERE SHOWN ON DRAWINGS, PRO'llDE PUBLIC PHONES COMPLYING WITH CHAl'TER 118, PART 2. TITLE 24, CCR, AND ACCESSIBLE DIMENSION SCHEDULE. DETAIL 2/A0.2 • EQUIP PUBLIC TELEPHONES MTH RECEIVER GENERATING A MAGNETC FIELD IN THE AREA or THE RECEIVER CAP. • PROVIDE A MINIMUM or ONE PUBLIC TELEPHONE EQUIPPED WITH A VOLUME CONTRO~ • PRO'llDE TELEPHONE CORDSETS MINIMUM 29 INCHES LONG FROM HANDSET TO PHONE.. ' LIMIT THE PROJECTION or A SURFACE OR SEMI-SURFACE MOUNTED ACCESSORY FROM ENCROACHING MORE THAN THREE INCHES ffiOM THE FACE Of THE W/1.L DR PARTITION, AND NO CLOSER THAN ONE AND DNE•HALF l'JCHES TO THE TANGENT POINT OF" THE CRAB BAR. DRAWING NUMBER DWG 447-6 ~s~.,~C~D~P~RO~ou'-""~A?f~(!.~OP~E-.M-1-NN_ffi_O_~~ ~nl'lnFR 13Y ~ ~MAFR l;!'i~"I ---l'C&lt!Oli Ell'Gt )f f'Bl~T Ill THIS LINE --- ARCHITECT PROJECT KEYNOTES NTD AIIIC~llECTS 4719 v;,w,idge Ave., Suite 200 Soi, Diego, CA 92123 Gleodoro • San Diego • Aubum CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK ORAWING TITLE COMMUNITY CENTER BUILDING GENERAL,FIRE & ACCESS NOTES NO. OATE REVISION COMMENTS ORAWN 8Y PROJECT NO. OB 200D-0247 CHECKED BY OAT( RN (C) 12-09-03 DRAWING NO. I I T1.2 I SHEET "'2 OF I oz.. DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBEFl 8553 ---roS1f;"OH~Mi:ill'i'l!iffT~•1111LINe------------- MASTER KEYNOTE LIST J GENERAL 01.01 SEE FLOOR PLANS FOR INFORMATION 01.02 SEE FLOOR PLANS FOR DOOR NUMBERS 01.03 SEE FLOOR PLANS FOR WINDOW TYPES 01.04 SEE FLOOR PLANS FOR WALL TYPES 01.05 SEE SUPPLEMENTAL FLOOR PLANS FOR MORE INFORMATION 01.06 SEE ROOM FINISH SCHEDULE FOR FINISH INFORMATION 01.07 SEE DOOR SCHEDULE FOR DOOR & FRAME INFORMATION 01.08 SEE LANDSCAPE DRAWINGS 01.09 SEE CML DRAWINGS 01.10 SEE STRUCTURAL DRAWINGS 01.11 SEE MECHANICAL DRAW1NGS 01.12 SEE PLUMBING DRAWINGS 01.13 SEE FIRE PROTECTION DRAWINGS 01.14 SEE PLUMBING DRAWINGS 01.15 SEE ELECTRICAL DRAWINGS 01.16 SEE KITCHEN EQUIP~ENT DRAWINGS 01.17 ITEM OR WORK SHOWN FOR INFORMATION ONLY. NOT INCLUDEO IN CONTRACT (NIC). 01.18 NOT USED 01.19 TEMPORARY CONSTRUCTION BARRICADE TYPE -01500 01.20 CONSTRUCTION FENCE -01500 01.21 PROJECT IDENTIFICATION SIGN -01500 01.22 CONTRACTOR STAGING AREA -01500 01.23 CONSTRUCTION ACCESS -01500 01.24 CONSTRUCTION STAFF PARKING -01500 2 SITEWORK 02.01 PROPERTY LINE 02.02 STREET RIGHT OF WAY 02.03 UTILITY EASEMENT 02.04 CONCRETE DRIVEWAY/APPROACH 02.05 EXISTING STRUCTURE TO REMAIN 02.06 MASONRY RETAINING WALL 02.07 CONCRETE RETAINING WALL 02.08 PRECAST CONCRETE CRIB WALL -02260 02.09 MASONRY SITE STABILIZATION WALL 02.10 ASPHALT CONCRETE PAVING -02741 02.11 ASPHALT CONCRETE BERM CURB -02741 02.12 PORTLAND CEMENT CONCRETE PAVING CP-1 -02751 02.13 PORTLAND CEMENT CONCRETE CURB AND GUTTER -02751 02.14 PORTLAND CEMENT CONCRETE CURB -02751 02.15 CONCRETE INTERLOCKING PAVERS -02781 02.16 STONE PAVERS -02785 02.17 ACCESSIBLE RAMP 02.18 CONTROL JOINT -02751 '!12.19 EXPANSION JOINT TYPE -02751 02.20 SUBSURFACE DRAINAGE SYSTEMS -02620 02.21 PERFORATED DRAINAGE PIPE -02620 02.22 DRAINAGE PIPE -02620 02.23 FILTER FABRIC -02620 02.24 STORM DRAINAGE PIPE 02.25 SANITARY SEWER PIPE 02.26 POTABLE WATER PIPE 02.27 FIRE SUPPRESSION DISTRIBUTION PIPE 02.28 CATCH BASIN 02.29 CURB INLET 02.30 AREA DRAIN 02.31 CONCRETE SPLASH BLOCK 02.32 FIRE SPRINKLER POST INDICATOR VAL VE 02.33 FIRc SPRINKLER BACKCHECK ASSEMBLY 02.34 FIRE HYDRANT 02.35 BACKCHECK ASSEMBLY 02.36 WATER METER ASSEMBLY 02.37 MANHOLE 02.38 CLEANOUT 02.39 BOLLARD LUMINAIRE 02.40 POLE LUMINAIRE 02.41 TRANSFORMER 02.42 PULLBOX/SPLICE BOX 02.43 TRASH RECEPTACLE -02870 02.44 NOT USED 02.45 BICYCLE RACK -02870 02.46 PIPE BOLLARD -02870 02-47 PRECAST CONCRETE BOLLARD -02870 02.48 CONCRETE WHEEL STOPS -02870 02.49 REDWOOD HEADER -02741 02.50 LANDSCAPED AREA 02.51 IRRIGATION VALVE ASSEMBLY 02.52 PORTLAND CEMENT CONCRETE PAVING CP-2 -02751 DRAWING NUMBER SAFC□ PRODUCTS • NE\N HOPE, MINNESOTA FICORDER BY PART NUMElEFl 6553 3 CONCRETE 03.01 CAST-IN-PLACE CONCRETE SLAB -03310 03.02 CAST-IN-PLACE CONCRETE FOOTING -03310 03.03 NOT USED 03.04 CAST STONE COMPONENT -03450 PRECAST CONC. 03.05 CHAMFERED EDGE -3/4 INCH UNLESS NOTED OTHERWISE 03.06 CONTROL JOINT T'iPE 03.07 EXPANSION JOINT TYPE 1 MASONRY 04.01 CONCRETE MASONRY UNIT CMU-1 -04B10 04.02 BOND BEAM UNIT CMU-1 -04810 04.03 PILASTER UNIT CMU-1 -04B10 04.04 ADHERED SIMULATED STONE VENEER -04865 5 METALS 05_01 STEEL BEAM -05120 05.02 STEEL COLUMN -05120 05.03 STEEL ANGLE -05120 05.04 STEEL CHANNEL -05120 05.05 STEEL PLATE 05.06 STEEL TUBE 05.07 STEEL PIPE 05.08 STEEL GIRDER -05120 05.09 STEEL ROOF DECK -05310 05.10 FLUTE CLOSURE-05310 05.11 CLOSURE ANGLE -05310 05.12 FABRICATED STEEL GATE -05500 D5.13 FABRICATED STEEL FENCE -05500 05.14 STEEL STUD -05120 05.15 STEEL TRUSS -05120 05.16 NOT USED 05.17 NOT USED 05.18 NOT USED 05.19 NOT USED 05.20 NOT USED 05.21 PREFABRICATED ALUMINUM ACCESS LADDER -05500 05.22 NOT USED 6 WOOD AND PLASTICS 06.01 WOOD RAr"TER -06112 06.02 WOOD BEAM -06112 06.03 WOOD FASCIA -06200 06.04 WOOD TRIM -06200 06.05 WOOD BATTEN TRIM -06200 06.06 PLASTIC LAMINATE CUSTOM CASEWORK -TYPE 1 -06410 06.07 PLASTIC LAMINATE COUNTERTOP -TYPE 1 -06410 06.08 CAST PLASTIC SURFACING -06615 06.09 NOT USED 06.10 NOT USED 06.11 NOT USED 06.12 WIRING GROMMET -06410 06.13 PAPER SLOT -06410 06.14 TV/MONITOR SLIDING SHELF -06410 06.15 ADJUSTABLE SHELF STANDARD -06410 06.16 ADJUSTABLE SHELF BRACKET -06410 06.17 FILLER PANEL 06.18 ADJUSTABLE SHELVES 06.19 FIXED SHELF 06.20 SCRIBE TO ADJACENT SURFACE 06.21 KNEE SPACE 06.22 UPPER CABINET 06.23 LOWER CABINET 06.24 SLOPED TOP -45 DEGREE 06.25 LAMINATED PLASTIC CLOSURE 06.26 SPLASH -4" -06410 06.27 STAINLESS STEEL LAMINATE COUNTERTOP -06410 06.28 CABINET DRAWER 06.29 COAT ROD 06.30 TELEPHONE BACKERBOARD -SEE ELECTRICAL DRAWING NUMBER SAFCO PROCNJCT5 • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 8553 7 MOISTURE AND THERMAL PROTI;CTION 07.01 THERMAL INSULATION -07212 07.02 FIRESTOPPING -07840 • 07.03 .s CONCRETE ROOFING TILE -07322 07.04 UNDERLAYMENT -073XX 07_05 NOT USED 07.06 NOT USED 07.07 NOT USED 07.08 NOT USED 07.09 NOT USED '• 07.10 . MODIFIED BITUMEN ROOF /INSULAT.f.ON SYSTEM ~~~ 1BITUMEN APPLICATION -07550 ROOF TRAFFIC PAD -07550/07551 07_12 . PIPE DOWNSPOUT -07620 07.13 METAL GUTTER -07620 07.14 ROOF DRAIN 07.15 ROOF OVERFLOW DRAIN 07.16 PIPE SUPPORT CURB -07720 07.17 EQUIPMENT SUPPORT CURB -07720 07.18 DUCT CURB -07720 07.19 PIPE SUPPORT CURB -07720 07.20 MULTIPLE PIPE/CONDUIT CURB -07720 07.21 ROOF ACCESS HATCH -07720 8 DOORS AND WINDOWS 08.01 DOOR LOUVER -08110 08.02 GALVANIZED STEEL DOOR -08110 08.03 CEILING ACCESS PANEL -06310 08.04 OVERHEAD COILING DOOR -08330 08.05 HOLLOW METAL DOOR -08110 08.06 WOOD DOOR -08212 08.07 NOT USED OB.OB NOT USED 08.09 NOT USEO 08.10 STEEL WINDOW -08510 08.11 INSULATING GLASS GL-1 -08800 OB.12 TEMPERED GLASS GL-3 -08800 OB.13 LAMINATED GLASS GL-5 -08800 08.14 INSULATING GLASS GL-2 -08800 08_ 15 FIRE-RESISTIVE GLASS GL-4 -08800 08.16 GLASS MIRRORS -08820 9 FINISHES 09.01 PORTLAND CEMENT PLASTER -09220 09.02 SOFFIT VENT -09220 09.03 EXPANSION JOINT -09220 09.04 REVEAL -09220 09.05 DRAPERY POCKET,NENT -09260 09.06 DRYWALL EXPANSION JOINT -09260 09.07 DRYWALL REVEAL -09260 09.08 CERAMIC TILE CT-1 -09310 09.09 CERAMIC TILE CT-2 -09310 09.10 NOT USED 09.11 QUARRY TILE QT-1 -09310 09.12 QUARRY TILE QT-2 -09310 09.13 NATURAL STONE TILE NST-1-D4865 09.14 NATURAL STONE TILE NST-2-09320 (lg_ 15 NATURAL STONE TILE NST-3-09320 09.16 RESILIENT BASE RB -09650 09.17 PAINT FINISH -EXTERIOR PFX-1-09900 09.18 STAIN FINISH -EXTERIOR STX-1-09900 09.19 CLEAR FINISH EXTERIOR CFX-1-09900 09.20 PAINT FINISH -INTERIOR PF-1-09900 09.21 STAIN FINISH INTERIOR ST-1-09900 09.22 RIGID PROTECTIVE WALL COVERING FRP -09775 09.23 ACOUSTICAL WALL PANEL -09840 09.24 GYP. BOARD -09260 09.25 NOT USED DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE. MINNESOTA REORDER BY PAR"." NUMBER 6553 --,~,~/! ~~~~"" OR!lff~~ '1!!~ U~~--- 10 SPECIALTIES 10.01 MARKERBOARD -10100 10.02 TACKBOARD -10100 10.03 NOT USED 10.04 SOLID PLASTIC TOILET PARTITION -10172 10.05 . SOLID PLASTIC URINAL SCREEN -10172 10.06 SOLID PLASTIC SHOWER COMPARTMENT -10172 10.07 METAL WALL LOUVER -10210 10.08 NOT USED 10.09 NOT USED 10.10 FIRE EXTINGUISHER -FE-1 -10522 10.11 FIRE EXTINGUISHER CABINET FEC-1 -10522 10.12 OPERABLE PANEL PARTITION -10651 10.13 METAL STORAGE SHELVING -10675 10.14 SOAP DISPENSER SD-1 -10800 10.15 PAPER TOWEL DISPENSER PTD-1 -10800 10.16 WASTE RECEPTACLE WR-1 -10800 10.17 TOILET PAPER HOLDER TPH-1 -10800 10.18 SEAT COVER DISPENSER SCD-1 -10800 10.19 SANITARY PRODUCTS DISPENSER SPD-1 -10800 10.20 SANITARY PRODUCTS WASTE RECEPTACLE SPW-1 -10800 10.21 NOT USED 10.22 GRAB BAR GB-1 -10800 10.23 GRAB BAR GB-2 -10800 10.24 SHOWER CRAB BAR SGB-1 -10800 10_25 FOLDING SHOWER SEAT FSS-1 -10800 10.26 SHOWER CURTAIN sc-1 -10800 10.27 SHOWER ROD SR-1 -10800 10.28 FIRE EXTINGUISHER -FE-2 -10522 10.29 CLOTHES/TOWEL HOOK -C-1 -10800 10.30 MIRROR M-1 -10800 10.31 FIRE EXTINGUISHER CABINET -FEC-2 -10522 10.32 MOP RACK -10800 10.33 SHELF UNIT -10800 10.34 CHANGING STATION UNIT -10800 10.35 TRAP /WATER PIPE WRAP -10800 10.36 ELECTRIC HAND DRYER EH0-1 -10800 10.37 TOILET PAPER HOLDER TPH-2 -10800 10.38 SANITARY PRODUCTS WASTE RECEPTACLE SPW-2 -10600 10.39 NOT USED 11 EQUIPMENT 11.01 PROJECTION SCREEN -11130 11.02 WALL MOUNTED AV EQUIPMENT SUPPORT -11130 11.03 COMMERCIAL KITCHEN EQUIPMENT -11400 11.04 SAFE -11030 11.05 BALLET BAR 12 FURNISHINGS 12.01 NOT USED 12.02 NOT USED 12.03 NOT USED 12.04 NOT USED 12.05 NOT USED 12.06 NOT USED 12.07 NOT USED 12.08 MOTORIZED SHADE SCREEN -12490 13 SPECIAL CONSTRUCTION NOT USED l4 CONVEYING SYSTEMS NOT USED 15 MECHANICAL 15.01 DUCT 15.02 LINEAR DIFFUSER 15.03 HVAC UNIT 15.04 FAN COIL UNIT 15.05 DRINKING FOUNTAIN 15.06 ELECTRIC WATER COOLER 15.07 SINK 15.08 WATER HEATER 15.09 MOP SINK 15_ 10 FLOOR DRAIN 15.11 FLOOR SINK 15-12 ACCESSIBLE SHOWER VALVE ASSEMBLY 15.13 FIRE SPRINKLER HEAD 15.14 FIRE SPRINKLER PIPE 15.15 FIRE SPRINKLER RISER AND VALVE ASSEMBLY 15.16 FIRE SPRINKLER BACKCHECK ASSEMBLY 15.17 EXHAUST FAN 15.18 GREASE INTERCEPTOR DRAWING NUMBER SAFC□ PRODUCTS • N!:1/1/ HOPE, MINNESOTA REORDER BY PART NUMBER 6553 ---fMITIINRl~EOFl'IINTmllffl'lUN~---------- l6 ELECTRICAL 16.01 ELECTRICAL TRANSFORMER 16.02 ELECTRICAL OUTLET 16.03 ELECTRICAL PANEL 16.04 TELECOMMUNICATIONS OUTLET 16.05 FIRE ALARM AUDIO VISUAL DEVICE 16.06 FIRE ALARM CONTROL PANEL 16.07 FIRE ALARM ANNUNCIATOR PANEL 16.08 HIGH LEVEL EXIT SIGN 16.09 LOW LEVEL EXIT SIGN 16.10 LIGHT FIXTURE 16.11 UNDER COUNTER FLUORESCENT LIGHT FIXTURE 16.12 NOT USED 16.13 NOT USED 16.14 PUBLIC TELEPHONE 16.15 TELEVISION OUTLET 16.16 INTERCOM OUTLET DRAWING NUMBER DWG 447-6 SAFC() PRc,;,;pJ 1Q_2 HOPE, MINNESOTA FIEORCEA BY PART NUMBER 6553 --,OSmQNBl~Elll'PIIINTIINTIISLfflE-----------· KEYNOTES ARCHITECT NTD Al!C~iTECTS 4719 Viewridge Ave., Suite 200 Son Diego, CA 92123 Clendoro • San Oiego e Auburn PROJECT CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING MASTER KEYNOTE LIST NO. DATE REVISION COMMENTS DRAWN BY PROJECT NO. I\ DB 2000-0247 CHECKED BY DATE D. RN © 12-09-03 I DRAWING NO. / T1.3 D. D. /\ Sl-!E'.ET H-OF I OJ-- ------ DRAWING NUM$ER SAFCO FlROOUCTS • NE\N HOPE. MINNESOTA REORDER BY PAW NUMBER 8553 ----,,rD!llTIOIIEOCEtl'PRl!fTONTIIISUNE-' --- I ~ i!: § . 1 .,. ~ fi ~ t·· ~ § :., r-----o.36~---~ ~ DRAWING NUMBER SAFCO PROOUCTS • NEW HOPE. MINNESOTA AEOFIDEFl BY PART NUMBEFI 6553 --ftlSITIDIIEDlll:OFPI\INTUIIT1HSLIIIE--- _.'.A2. 1' OCCUPANCY J 'B' OCCUPANCY I I FLOOR PLAN -COMMUNITY CENTER BLDG. "A" SCALE: VW • 1--0' 92 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORCE:R BY PART NUMEER 6553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FEOROER BY PAFIT NUM6EJI 6553 DRAWING NUMBER SAFC□ PRODUCTS • NEW HOPE. MINNESOTA FIBJRDER BY PART NUMBEA 8553 D~WiJJJ:'rBER 6 of 102 --f(ISIJIIINEDGECIF~IINTIIITHISLINE---...,...._..., ------,.--POSITIOH~SEdf~INTONTfllSUNE-:----:-:-_ ___, -=----PllSITIIJlj EDGE QF PffllfT OIi THIS LINE-----:-- . _ __,,,,,,_,,.,_, ____ _ SAFaJ PRODUCTS • NEW HCPE, MINNESOTA l'!EOR□ER BY PART NUMBER 6553 --fGS!TlllN Ell&< OF Pllll/T 11M THIS UHE--. ' ' . '/ ' ., ' . ' i'. ~ i ' I I I I I I I I I I I I BUlOING 'B' I REFER TO CIVIL A7 0 OR RETAINING WALL DING' SITE PLAN / SCALE: f • 100' BUILDING, TYPE ; CONSTRUCTION OCCUPANCY BUILDING AREA ANALYSIS ( CBC 1998 ) FIRE PROTECTION YARDS SPRINKLERS WAVE 1-HR BASE SF. ALLOWABLE AREA (1998 CBC} YARDS 'l\ AREA SUB- TOTAL INCREASES FIRE PROTECTION 'l\ AREA 7 I SYMBOL KEY - - - - - - -YA~ FOR AREA. INCREASE V//////A MULTI-STORY . TOTAL 'l\ AREA HATCI-IED AREA$ rNOlCA'tE YARD FCR A~A INCREAM! AREA ACTUAL AREA RATIO OMMUNITYCENTERJ-!.-TY!.s;P,§E,;;Vr;-T,1[/-H~R.+_!:!/12~-=-1!..._-1-~Y~ES~-+--+-Y~Es..---!----;2~-+-.J-'10?:,5~0~0~+~5~0%~+-is~2~5~0~--¾1f5~75~0H--=--+--==---1---:--+------::---l--;;15~75a,OH-----;';5P;0/";;29',;----l--'".;3t2--l TYPE VN YES YES 2 14,000 50% 7,000 21 000 --21 000 14 398 .68 GROSS TOT. BLDG. >fl.EA: 17,858 SF ATTACHED WALKWAY AREA: ..._,_,1 ~4~73"--"S"-F ___ _, GROSS TOT. BLDG. AREA (inc. attached wolkwoy): 19,331 SF 1 BLDG. A: OCCUPANT LOAD ANALYSIS BLDG. k. EXIT ANALYSIS RM FUNCTION _OAD AREA occ. EXITS TOTAL EXIT EXIT WIDTH # 'ACTOR (SF) LOAD REO'D WIDTH REOD PROVIDED (INCHES) (INCHES) EXIT SERVING EXIT WIDTH occ. REOO EXIT EXIT WIDTH # FACTOR LOAD WIDTH PR0VIDED1l Ii CINl'J.1ES BLDG. A BLDG.A A100 MUTLI-PURPOSE 7 5029 718 3 MIN. 143 192 IN. MIN. A100 MULTI-PURPOSE 0.2 3.35 67 368 A101 STORAGE 300 270 1 , MIN. 0.2 36 IN. MIN. A101 STORAGE 0.2 1 0.2 36 A102 MEN'S RESTROOM 100 271 3 , MIN. 0.6 36 IN. MIN. A102 MEN'S RESTROOM 0.2 3 0.6 36 A103 WOMEN'S RESTROOM 10D 271 3 1 MIN. 0.6 36 IN. MIN. AlOJ WOMEN'S RESTROOM 0.2 3 0.6 36 A104 STORAGE 300 172 1 1 MIN. 0.2 36 IN. MIN. A104 STORAGE 0.2 1 0.2 36 A105 CLOSET 30D 36 1 1 MIN. 0.2 36 IN. MIN. A105 CLOSET 0.2 1 0.2 36 A106 HALLWAY --- -- -A106 HALLWAY ---- A107 MEETING ROOM 7 1382 197 2 MIN. 18.4 180 IN. MIN. A107 MEETING ROOM 0.2 197 39.4 180 A108 STORAGE 300 231 , , MIN. 0.2 36 IN. MIN. A108 STORAGE 0.2 1 0.2 36 A109 AUOIO VISUAL 10D 65 1 1 MIN. 0.2 36 IN. MIN. A109 AUDIO VISUAL 0.2 1 0.2 36 A110 IDF 100 74 1 1 MIN. 0.2 36 IN. MIN. A110 IDF 0.2 1 0.2 36 A111 WARMING KITCHEN 200 774 4 1 MIN. O.B 36 IN. MIN. A111 WARMING KITCHEN 0.2 4 0.8 36 A112 CORRIDOR ------A112 CORRIDOR ---36 A113 MEN'S RESTROOM 100 149 2 1 MIN. 0.4 36 IN. MIN. A11J MEN'S RESTROOM 0.2 2 0.4 36 A114 WOMEN'S RESTROOM 100 168 2 I MIN. 0.4 36 IN. MIN. A114 WOMEN'S RESTROOM 0.2 2 0.4 36 A115 JANITOR 300 104 1 I MIN. 0.2 36 IN. MIN. A115 JANITOR 0.2 1 0.2 36 A116 ELECTRICAL 0 140 0 I MIN. 0 36 IN. MIN. A116 ELECTRJCAL 0.2 0 0 36 A117 STORAGE 300 273 1 1 MIN. 0.2 36 IN. MIN. A117 STORAGE 0.2 1 0.2 36 A118 ACTIVrTY ROOM 15 1740 116 2 MIN. 23.2 72 IN. MIN. Al 18 ACTIVITY ROOM 0.2 116 23.2 216 A119 LOBBY 7 1780 254 2 MIN. 50.8 72 IN. MIN. A119 LOBBY 0.2 474 94.B 216 A120 RECEPTION 100 170 2 1 MIN. 0.4 36 IN. MIN. A120 RECEPTION 0.2 2 0.4 36 A121 OFFICE/COPY ROOM 100 265 3 1 MIN. 0.6 36 IN. MIN. A121 OFFICE/COPY ROOM 0.2 3 0.6 36 A122 SUPERVISOR 100 149 2 1 MIN. 0.4 36 IN. MIN. A122 SUPERVISOR 0.2 2 0.4 36 A12J OFFICE 100 149 2 1 MIN. 0.4 36 IN. MIN. A123 OFFICE 0.2 2 0.4 36 A124 STORAGE 300 184 1 1 MIN. 0.2 36 IN. MIN. A124 STORAGE 0.2 1 0.2 36 A125 TOILET 100 70 1 1 MIN. 0.2 36 IN. MIN. A125 TOILET 0.2 1 0.2 36 A126 STORAGE 300 130 1 1 MIN. 0.2 36 IN. MIN. A126 STORAGE 0.2 1 0.2 36 A127 SENIOR FAMILY ROOM 15 1528 102 2 MIN. 20.4 72 IN. MIN. A127 SENIOR FAMILY ROOM 0.2 102 20.4 72 A128 FIRE SPRINKLER RISER 0 16 0 1 MIN. 0 36 IN. MIN. A128 FIRE SPRINKLER RISER 0.2 0 0 36 A129 CORRIDOR --- ---A129 CORRIDOR ---- A130 VESTIBULE #1 ------A1JO VESTIBULE # 1 -- -- A131 VESTIBULE #2 ·-- ----A1J1 VESTIBULE #2 ---- ARCHITECT PROJECT KEYNOTES NTD ARCllilECTS 4719 Vie·1i<ridge Ave., Suite 200 S<Jn Ciego, CA 92123 Clendoro e Son Ciego e Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING PROJECT DAT A NO. OATE REVISION COMMENTS DRAWN BY PROJECT NO. DB 2000-0247 CHECKED BY DATE RN @ 12-09-0J DRAWING NO. T1.4 l'-, SHm s, -:,,h,- DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE. MINNESOTA ~!:Oc:![l:'R 9'f P.l\crr "JllMl'IF"I 8!'i~':I DRAWING NUMBER SAFaJ PAODUCTS • NE\N HOPE, MINNESOTA RFnR(lFR 8Y P.ll.ITT NI IIIIIRFl'I i:l!'i!'i."'I DRAWING NUMBER SAFCD PR[XJLJCTS • NEW HOPE, MINNESOTA REORDER 8Y P<lRT NI IMRFR l;!'i!'i::I ---·PQSl'"lllNalCl'.lf'!'IIITTIIITHISllKE·-------------------rllJITll!fi!llGEIJf?fllN~OH'lilSl!NE------------------l'l]Si!IOOEOG~;Jf"lllmlNTHISU~i---- 3/4" PLYWOOD OVER MITAL OtCK W/ 110 SMS @ 12" O.C. EACH DfREi'.:TION "-__ .,._,,.__,~ MITAL lOP TRACK 6" METAL STUDS @ 16" o.c. ---S/B" GYP. BD. -Ilk!----METAL BOTTOM lRACK . --------G.I. FLASHING 8.U. ROOF PER SPEC. REFER TO TRUCTURAL _1_cA_L_!_f'E __ R_1.;...~.:.. • .;..R;;.._W;;.;...;A..;..;..L.;..L ______ __,r,..6ii~"'-2,,"'",-, --1g 2J RATING: NONE 8TC • .ru.!!iG . . ,!l BOTTOM OF DECKING METAL SLIP TRACK PER DETAIL 3/A4.1 CEILING WHERE OCCURS SEE CEILING PLANS 6" METAL STUDS @ 16" o.c. I S/8" GYP. BD. BOTH SIDES / ~--TERRAZZO OR CT / CBU PER FINISH SCHEDULE 'io MITAL BOTTOM TRACK ACOUSTIC SEALANT, TYP. FINISH PER SCHEDULE CONCRETE SLAB r.:;;J SIMILAIR EXCEPT 2 1/2" ~ METAL STUDS & 7 /B" FURRING -':'-cA-~-E!-. __ w_1·-0-~_L_L ________ __,~,..AU""~,"'",.-, --11111 RATING: NOTE ITC• EXTERIOR -t.-- / FINISH FLOOR / / CONCRETE SLAB BOT OF DECKING METAL SLIP TRACK PER DETAIL 3/A4.1 CEILING WHERE OCCURS SEE CEILING PLANS 6" METAL STUDS @ 16" o.c. 5/8" GYP. 80. BOTH SIDES BACKER BOARD 1/2" SffilNG BED li'lll--11------CERAMIC TILE METAL BOTTOM TRACK ACOUSTIC SEAIANT, TYP. FINISH PER SCHEDULE CONCRETE SLAB -~-~-~-,,.--~-,~--O"T_E_D_W_A_L_L ______ _,,=,.,,~,..,02,-, -h 91 RATING: NONE ITC• .£1.QQB ,1/ • 1" PRE-CAST CONCRITE CAP REINFORCED CMU FINISH FLOOR CONCRETE SLAB -!~-AT_LE-~-~-',~-~--P-'A.;;.R.;;.T_I_T.;;.10--'-'N ___ _,,,,;,=""co.',-o,.-, ...... g Q RATING: NONE 6TC • 1" PRE-CAST CONCRETE CAP '--CONT. SEALANT -TYP. REINFORCED CMU CONCRETE SLAB .MQ!l ,_,?c.;..~-~~-,-K.;;., !.;..~..;.~--F""'"O""'U_N.;..T;,.;A.;.;.IN.:.....:..P.;..A-R-T""'IT-1.;;,~M.;.;~,----~11 RATING: NONE 2000-0247 ITC, DRAWING NUMBER DRAWING NUMBER SAFCO PRODUCTS • NM HOPE, MINNESOTA REOODER BY PAITT NUMRER 6553 SAFCO PRODUCTS • NEW HOPE, MINNEsOTA Fl'r1ROFR BY PART NI 1M81"R 8!'ifi8 --f'Q.~lfl0NEOB~l'JF!'l\ilf'"11'1TNl~.llt':----------------ro,fTlij~ !l!Gt [If ~NT IJfl fJIIS l(Nt-- CEILING Ef+..::,;;jt;s;,lf;s.Jji9~t:.,,ll--------f7~1~' ----c:= g~~~~S W!E;{E .£1.QQB CEILING PLANS 1 5/B" GYP BD i'----FINISH PER SCHEDULE ! INTERIOR REINFORCED CMU 6" MITAL STUDS @ 16• 0.C. FINISH FLOOR CONCRETE SLAB -;-~-L:-,;-,R-,.~-?._R_W_A_LL ______ ~_"'.-'o,,-, -ii 11 I RAllNG: NONE ITC• • CEILING I EXTERIOR FLOOR -;-~-L:-,f'-E,-~-~--.-R_W_A ___ ~_L ______ ~_oa'-_',,-.,-=-11121 RAllNG: NONE STC • £1.B, CEILING WHERE OCCURS SEE CEILING PLANS REINFORCED CMU INTERIOR CEMENT PLASTER 4" FURRING FINISH WHERE OCCURS PER SCHEDULE CONCRETE SLAB -;-c~-L:-,;-.R-,~-?._R_/_IN_T_E_R_I_O_R_W_A_LL __ ;;'-_,)'.-~,.-, -11131 RATING: NONE STC • /. BOTTOM Of DECKING CEILING WHERE OCCURS SEE CEILING Pl.ANS D 6" METAL STUDS @16" oc 5/8" GYP BD METAL BOTTOM TRA K ACOUSTIC SEALANT, P • CONCRETE SLAB ,.;..P.:..:A.:.;.RT.;.;l;.:.T.:..:I0;.:.N:.....:..:W.;.;A;.;;;L;;;;.L ----+==wm.o.,,.., ---1 6 SCALE:1" • f..0" 2<100-0247 RAllNG:NONE 8TC • CEILING 'io~ ) i ===: :t.-- BOT OF DECKING ~~ALDi~:'. ;j~~\I CEILING WHERE OCCURS SEE CEILING PLANS 6" METAL STUDS @ 16" o.c. 5f8" GYP. 80. 80TH SIDES CERAMIC TILE / C U PER FINISH SCHEDULE METAL BOTTOM TRl)CK ACOUSTIC SEALANT1 lYP. FINISH PER SCHEDULE CONCRETE SLAB ~N~O~N~-R~A~T~E~D~W~A~L~L.,---+~~~,_,,~,.,---1I7I SCALE:1" • f-0" -• . . RA TING: NONE STC • CEILING BOT. OF DECKING MITAL SLIP TRACK PER DETAIL 3/A4. 1' CEILING WHERE OCCURS SEE CEILING PLANS 6" METAL STUDS Cl 16" 0.C. SfB" GYP, BO. BOTH SIDcS . FINISH WrlERE OCCURS PER SCHEDULE . METAL BOTTOM TRACK CERAMIC TILE / CSU PER FINISH SCHEDULE BOTH SIDES FINISH FLOOR ACOUSTIC SEALANT,, lYP. FINISH PER SCHEDULE CONCRETE SLAB ~N~O~N~-R~A~T~ED;;;.....;W~A~L~L-----~- 20 ~ 00 _ 0 _ 2 _ 1 ---1I8I SCALE:f' • f-0" • _ _ RATING: NONE STC • -----I' ''---- "-'---- BOTTOM OF DECKING MITAL SUP TRACK PER DETAIL 3/A4.1 ~'. ;:~;r~~'. ~5 ,CEILING ....llf~! 'e1}e<:":c,,;)'ii;"----f..-'\.,._ __ CEILING WHERE OCCURS SEE CEILING PLANS 6" METAL STUDS 0 16" o.,c. / ~--5/8" GYP'. BO. BOTH SIO~S CEILING BOT OF DECKING METAL SLIP TRACK PER DETAIL 3/A4.1 & 4/S-1.5 CEit.iNG WHERE OCCURS SEE CEILING PLANS 6" METAL STUDS @16" oc 3" SOUND ATTENUATION FIRE BLANKETS 5/8" GYP BD CONT. TO ROOF FINISH PER SCHEDULE MITAL BOTTOM lRACK ACOUSTIC SEAi.ANT, TYP CONCRETE SLAB r.;-J -SIMILAR EXCEPT l...'.'.:..J 4" MET STUDS ~ -1 HR. RATED WALL ~~~~~}~,;~~~~~/....;.N~O~N~•.;;.R~A~T~E~D---'W~A~L~L-~=:~:~,~f1I RA TING: 1 HR./ NONE STC, ~--BOTTOM OF DECKING CEILING METAL SLIP TRACK PER DETAIL S/A11.1.S :0 ~--CEILING WHERE OCCURS : -:: JL_J\,--.U::t:_ :: :: SEE CEILING PLANS 6" METAL STUDS 016" oc S/8" GYP BO MITAL BOTTOM lRACK ACOUSTIC SEAi.ANT, TYP. CONCRETE SLAB ~-4" MET STUDS _]_O_N-_RA_T_E_D_W_A_L_L _____ ~2 1 SCALE:f' • 1'40· ~':20247 L . RATINQ,NONE STC • C = = _;;;;;:-;;i:::::j'.:;~'C.:.:.::-=-=-- -BO;~ OF DECKING METAL SLIP TRACK PER DETAIL 3/A4.1 CEILING ~ CEILING WHERE OCCURS SEE CEILING PLANS 6" METAL STUDS I @ 16" o.c. .,~--FINISH PER SCHEDULE 5/B" GYP, SD. / ~--FINISH OR CT / CBU PER FINISH SCHEDULE MITAL BOTTOM TRACK ,--ACOUSTIC SEALANT, TYP. FINISH PER SCHEDULE CONCRETE SLAB _N~O_N"'"'•R_A_T_E_D_W_A_L_L ____ :_~"--o,,-,-[3 1 SCALE:f' • 1'·0" ;:: _ . RATING: NONE STC I CEILING BOT OF DECKING --------------- MITAL SLIP lRACK lE PER DETAIL 3/A4.1 CEILING WHERE OCCURS SEE CEILING PLANS 4" METAL STUDS 016" oc EXTERIOR WALL PER PLAN S/8" GYP BD DRAWING NUMBER DWG 447-6 L---»~~fi02 __ _, SAFCO PROOUCTS • NEW HOPE, MINNESOTA ~8JPOtc BY FM.RT NlJ~_Ag~c:, 6553 ---1'1)~"111Jf1"1Jli!'!Jf"l'.ltr.Jfl'111~LINE'-·------------ KEYNOTES REINFORCED CMU FINISH WHERE OCCURS PER SCHEDULE AND ELEVATION ,----CERAMIC llLE / CBU / PER FINISH SCHEDULE ' 7/8" FURRING CHANNEL O 16' O.C. ARCHITECT NTD .El.QQB FINISH FLOOR CONCRETE SLAB -!~-A~-E;.;.;.~-~?--O~;.;.;/-"E_X.;...T_E.;..R-10-R---W __ A_L_L __ IIAU_l_4 -1H41 RATING: NOHE 2000-02" STC • EXTERIOR :~;i~ ~ ~ ;;;T;: '. ;):{f~1~:; \-•---CEILING WHERE OCCURS -SEE CEILING PLANS ~S/8" GYP BD I -FINISH PER SCHEDULE JNTERIOR >"'ii'--REINFORCED CMU 6" METAL STUDS 0 16" o.c. FINISH FLOOR CONCRETE SLAB SIMILAR EXCEPT 4" t/TL. STUDS O 16" O.C. -;-c~-L-!f'_E __ R-}--?.-R_W_A_L_L _______ ;';,_';'"",'.~-,.-, =-1h SI RAllNG: NONE STC .c: V ~--METAL BOTTOM lRACK , ACOUSTIC SEAi.ANT, lYP. FINISH PE.R SCHEDULE CONCRETE SLAB -t~~-!-,!-~-~-~_W_A_L~L;.._ _______ ~~-~ 00 _~ 02 ,-,-1I9I RATING: NONE BTC • ~ 8" MAX. 4" METAL STUDS AT 16" O.C. BATT INSULATION PER SPECS. CERAMIC TILE/ CSU PER FINISH SCHEDULE CEMENTITIOUS BAGKER UNIT METAL BOTTOM TRACK CONCRETE CURB ' -':'~cA.;.~ ... E!-. -. w_,-0_~_L_L ________ .....,;;,""':'"",:0"'"",-, --111 OI RATING: NONE STC • flQQB FURRING WALL SCALE:f' • f•O" RATING:NONE STC • ~ METAL BOTTOM TRACK ACOUSTIC SEALANT, lYP CONCRETE SLAB FINISH PER SCHEDULE SIMILAR EXCEPT 2 1/2" METAL STUDS SIMILAR EXCEPT 6" METAL STUDS W,\JJ.04 2000-ll247 J;EILING ) ·:i'.J ;T~: t '-11-t+-!k-SSf-if---'--CEILING WHERE ~~ ;f! ·7:~~ -i OCCURS -SEE flQQB CEILING PLANS ~5/8" GYP SD 1 -FINISH PER SCHEDULE INTERIOR -------REINFORCED CMU 6" METAL STUDS @ 16" o.c. FINISH FLOOR CONCRETE SLAB I 41 -!-~-L7-.;-~-f-O-~N_T_E_R_I_O_R_W_A_L_L ___ ::os-_,-,.,-l5I RATING: 1 HR. STC • PROJECT ARCIIIYECYS 4719 ~evcidge Ave., Suite 200 Son Diego, CA 92\23 Clendoro • Son Die;o • Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING WALL TYPES NO. DATE REVISION COMMENTS DRAWN BY PROJECT NO. OB 2000-0247 CHECKED er DATE RN . @ . 12-09-03 DRAWING NO. T1.5 SHEET # OF) f# DRAWING NUMBER SAFCO PRODUCTS • NEW i,ilOPE, MINNESOTA FEOROER BY PART NU~1.EiER 8553 -.~ .• ~.--PGSi'TiQ'i'Jl(;t,r i'f_;i,i,11171,.: tlNF ·-- DRAWING NUMBER SAFC□ PRODUCTS • NE\N HOPE, MINNESITTA AEOADER BY PART NUME!ER 6553 DRAWING NUMBER SAFCD PRODUCTS • NEW HOPE. MINNESOTA REORDER SY PART NUMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NBN HOPE, MINNESOTA REORDER SY F'AAT NUMBER 6553 --_ .. ·-l'O,IT;;J~3J~t;Jf'i'l1.l'fT~T~IS"INt---------• ~---·· --l'llSl'Tl!IH,IIGE•lfl'Rl'ri!l)ljJJll~U~E--'"----------------rOSl"rJ;JMSl~l:lfl'll:lf'"~TMIO'Jllt--·---------------- __ ,._ __ I • I 0" rP w ' • I I I I I ' I D ~~~==,~·-i • I 'A2.1' OCCUPANCY 'B' OCCUPANCY 8 9 I I ' . Ei! I . I ' I ' _J 1 9 • • I --------------- 8 1 I I I I I :il • FLOOR PLAN -COMMUNITY CENTER SCALE: 3182" • 1.(f D D ------------------------------------------------------ 11) c----·--/\..J -------j0 ~r;;:::::::~~ D 0--::: '0 ::-0 DRAWING NUMBER ~FCD PRODUCTS • NEW HOPE. MINNESOTA 1 REORDER BY PART NUMBER 8553 --rt;Orfl~:OGEQfl'flll(rlJIITI!ISUNE'.----------~---·-· - BUILDING SIGNAGE SCHEDULE DRAWING NUMBER DWG 447-6 -ISAfUJ Paoeu'i9of 1Q2 :-OPE MINNESOTA RErnOER BY PART NUME'lER 8553 __:::..,_ _ -ros1r1~NtCllt91':'!IIW.llH'l!iSLIN£·_,;._, --------· ---- KEYNOTES MARK lYPE DESCRIPTION MOUNTING DETAIL 0 ROOM IDENTIFICATION DOOR/WALL 8/A0.2 0 ADA EXIT SIGN DOOR/WALL /A0.2 0 TOILET ROOM SIGN DOOR 5/A0.2 © INFORMATION SIGN DOOR/WALL 3/A0.2 ACCESSIBLE DIRECTION TO TOILETS & DRINKING FOUNTAIN WALL 4/A0.2 © ACCESSIBLE TELEPHONE WALL 2/AD,2 0 SAFElY IDENTIFICATION DOOR/WALL 7/A0.2 © OCCUPANCY SIGN DOOR/WALL 1/A0.2 0 ASSISTIVE LISTENING · WALL 9/A0.2 ARCHITECT NTD ARCHITEC1fS ◄719 Viewridge A~e., Suite 20D San Diego, CA 92123 Glendora e Son Di.ego • Auburn SEAL ,,r111Ullh1~.,,,, ~C,c;-,,.;.:,:__, ~ ~ 8 ,.,~ . 9-~ .. ---t~CA\.~f:, ""'"1111111•~·\II PROJECT CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING NO. DATE D, D, BUILDING SIGNAGE REVISION COMMENTS DRAWN SY PROJECT NO. 2000-0247 CHECKED 8Y DATE RN @ 12-09-03 DRAWING NO. A0.1 SHEET OF DRAWING NUMBER DRAWING NUMBER BAFCO PRODUCTS • NEW H_9PE, MINNESOTA SAFCO PRODUCTS • NEW HOPE, MINNESOTA F£"JRC'FR Er> PART Nl IMBl··l ei;7fl:i REG;:;ClER 8Y PAPT NL!MCC~ 3~'7~ DRAWING NUMBER SAFCO PRODUCTS • NEVI/ HOPE, MINNESOTA i;i~ni=l[l'.J 8Y PAi:IT NI IMAFR: 6553 DRAWING NUMBER SAFC:O PRODUCTS • NEW HOPE, MINNESOTA FlECRct;R BY PART NUMBER 6553 DRAWING NUMBER i 8AFCO PRODUCTS • NEvV HOPE. MINNESOTA i REORCJ:R BY PAAT NUMBER 9553 DRAWING NUMBER DWG 447-6 BAFCO PRO□::ef.~~PE, MINNESOTA IIIEORClER BY F'ART NUMBER 8553 --J>t1STTtONC01;!:!f':'Rl~llJNTlll'IJllr-------------rts1rmNEllH[lf"l~-IJl,ITHl~:.1ftr----------- ----l't$1i'10N~ll(.;)Fi'IIIH':"OIITHISl.lfrll:·-------~--------ros1TlilNW.C'1f?IIIW~THl~IJN[~ -~ -~---~ ~ ---rtSITIGHUIGEJff'fllkia/THISUMt----· .. ----·---------,c:w10~r.r.,1rtl'111u",011"111,uNr-~ - - - --- ( A l / PROJECT: AVIARA COMMUNITY PARK OWNER: The CilY of Certsbad, Recreation Department Carlsbad, Celttornla 13 / 12" ASSlSTl\lE LISTENING DE'IICE AVAILABLE INCLUDE LOCATION FOR ASSITANCE i.e. -LOCATION IN RECEPTION RM. A120 \ 12" IF SIGN IS LOCATED ON WALL OR FENCE MOUNTED IN PATH OF TRAVEL F.F. LISTENING DEVICE AVAILABLE SIGN 1 1/2" = 1'-0" . • 0 3 1/2" H. LETTERS.I BOLb CAPS ,i- 2 • 6 WO. TRIM, PTO LSTDVCE 2000-0247 I/ BLK'G @ T &8, PTD X .,...-3 x 4 WD. V ,,---1/2" EXT. SIGN BD. PAINTED v--4 x 4 WD. POST, / BEYOND (PAINTED) ' CONSTRUCTION MANAGER: B & G Consultants __________ ___µ_1--, ~o~l2~J.s LETTERS, EDGE @ T &B 3" = 11-0" GENERAL CONTRACTOR: ARCHITECT: P & D Consultants NTD Architects ELEVATION 2" H. LETTERS, U/L CASE '----.... -2 x 6 WO. TRIM ALL ............ AROUND, PAINTED '-1" REVEAL, PAINTED 1-----1---4 x 4 WD. POST, PAINTED tie>ree, 4 • 4 WD. POST, PAINTED \ ~2 x 6 WD. TRIM, PTD _s=-·--o=-"--.r--1--'-1' REVEAL ~ 2 x 6 WD. TRIM BEYOND -1/2" EXT. SIGN BD., PTO L--3 x 4 WD. BLK'G. BEYOND, PAINTED 1. LETTER TEXT STYLE -HELVETICA. BLACK 2. COLORS: 1 • REVEAL -BLACK WD. TRIM, POST, BLK'G. & PLYWD. -WHITE 3. PROVIDE ANTI-GRAFFITTI COATING ON ALL EXPOSED SURFACES. _,;TE_M_P_O_R_A_RY_J..;.O.;;..B_S_I_TE_S_!G_N ________________________________ ....j® 16 12 .,:::::F==::;:---SUB-SURFACE IMAGE -CLEAR ACRYLIC ,,-~ CENTERED ON SIGN PLASTIC ---~ ~ RAISED 1 /32" MIN. Q L-"""-1/2" WIDE BORDER-~Q ~t~~~ ~~IC -·-ill·~ _,_,_f,b?-\11NRAISED ___ --· "'.!... __ BACK PAINT BACK- GROUND ON WOM~ MEN INTERIOR FACE OF L-----.......l>'°' CLEAR PLASTIC o .l'LOMEN MEN 1 /4" EQUALATERAL TRIANGLE, n• SIDES ,,r 1/4" THICK, 12" 0 CIRCLE CLEAR ACRYLIC BACKGROUND COLOR SHALL CONTRAST W/ DOOR COLOR RADIUS CORNERS PLASTIC ---~;, --sue-SURFACE IMAGES CENTERED ON SIGN NOTE, . "' 0 _, ·' .... "' z "' 0 .:r '\1 Q= . UNISEX 1/.4" THICK, 12" DIA CIRCLE 1/4" EQUALATERAL TRIANGLE SlJP~RIMPOSED ON CIRCLE 1/2 WIDE BORDER- TYPICAL SYMBOLS ARE TO BE CENTERED ON THE DOOR, AND ARE TO BE DISTINCTLY DlffERENT FROM THE DOOR IN COLOR & CONTRAST. ATTACH SIGNS USING (3) THREE FLATHEAD CHROME WOOD SCREWS, 'fAMPER RESISTANT TYPE, COUNTERSUNK AND ADHESIVE. RADIUS CORNERS TYP. OPAQUE WHITE ACRYLIC PLASTIC BACK ------ PAINT BACKGROUND ON INTERIOR FACE OF CLEAR PLASTIC CLEAR ACRY:,:Ll::_C ____ __,,~./ PLASTIC 1/B' 1/1' 1/B' _ TOILET ROOM SIGNS ' " -.~1~1~/~2~"~=..;.;1~'-~0~";.;.:...;;,;~.;.;;.----------------Tl-~-R-S--~,s, 2000-0247 . (). )\ /'-=-' I/ I'\ '\ ' '\ . ~--------DOOR SIGN PER DETAIL / / 4' MIN \ -f¾ . - 2·-0" '\ rFF . \. ---PICTOGRAM IDENTIFICATION SIGN TO MATCH DOOR SIGN. (SEE NOTE BELOW) NOTE: RAISED LETTERS, BRAILLED CHARACTERS AND PICTOGRAM SYMBOL TO BE RAISED 1/J2" UPPER --~ -CASE, SANS SERIF, ~e• MIN. TO 2" MAX. HEIGHT, WIDTH TO H IGHT BETWEEN 3.5 &: 1. 1 AND STROKE WIDTH TO HEIGHT BETWEEN 1:5 & 1:10. SIGN TO BE A MINIMUM OF 6" X 6". CHARACTERS AND SYMBOLS SHALL CONTRAST WITH PICTOGRAM ACCOMPANIED BY ~ EQUIVALENT VERBAL DESCRIPTION DIRECTLY BELOW - PICTOGRAM IDENTIFICATION SIGNS I .., . 1/2" = 1'-0" ' PICT-ID 2000-0247 6 EQ. I EQ. 1 1/2" I 1/2 I I . ,"".--I -ELECTRICAL _ _,,.,/ ROOM • -:,.--..__ __________ __, TEXT VARIES BY ROOM NAME VERIFY W/ ARCH EXAMPLE: ("DANGER TRANSFORMER") ...;;~;.;..A_~.;;;.E 1 TY-._"'"o·-1._D--..;:S;.;.IG:;.;.N.;.._ ____________ SA_m_-m _ ___,,r■j\ 2000-0247 \!_,,/ BLUE BACKGROUND INTERNATIONAL SYMBOL OF ACESSISILITY: COLOR: WHITE EQ. • ' I i EQ. • •~ Gl,Ql~-~-1-ROOM NUMBER (RAJSED 1/32• MIN) REFERENCE SPECIFICATIONS GYMNASIUM,-+--ROOM NAME CRAISED 1/32" MIN.) REFERENCE SPECIFICATfoNS L __ _.l __ :::-'it=:.:_":.:_"_:::::::::::::::::::::::::j-BRAILED CHARACTERS, GRADE II PER SPECS. ~· / '-PICTOORAM AllJACENT TO MAIN ENTRY .J.---..L....f-DOORS ONLY SIGN R-1 • FOR MARGINS REFER TO SPECIFICATIONS ...;~:;.;_l.;;.~;.;.~...;o·D;;;.;. E;;;.;T.;..A;;.;I L;..._ ______________ 51 _GN--'s' 2000-0047 \!!) EQ. L EO. l 1/2" I 1/2 I I .:.-;,.._-1-----1--1----+---. MiµIMIUM OCCUPANCY 123 ~ ~ .__ __ ,,__ __ ...,,.., ____ ~ \_ MAXIMIUM OCCUPANCY NO. I VERIFY W/ ARCHITECT. EXACT N6. TEXT - OCCUPANCY SIGNAGE ' "' ~3'~'~-~1~'-~0~":.:.:;:..:..i-.::;:.:;::.:..::..:.:;:.=.. _______________ ~OC~C~UP::----{, 1, 0. ~ • ., NOT~, 6" TYP ~ DODOO ODDO DODOO PUBUC TEXT TELEPHONE PROVIDE 2- LOCATION TO BE DETERMINED ~ 00000 0000 00000 PUBUC TEXT TELEPHONE AVAIUBLE AT OFFIC PROVIDE 2- LOCATIONS TO BE DETERMINED 0 VERIFY LOCATION PRIOR TO INSTALLATION ! 2000-0247 r;:; PROVIDE 2- LOCATIONS TO BE DETERMINED 0 -ACCESSIBLE1 TELEPHONE SIGN ~ "' .,:_3:,::" ;:_;c:;:;,:;;;1~' -:.;:0;:;"=:;,:;;;,l,..,:..::.:;;:;.:...:.:~:.:.:;;....;:;;.:.;:::.:.,: ____________ AC""C--T"'E,-L---1-. 2, 2000-0247 1'-0" --.---r------------....-1 ITEXT WASH YOUR/ HANDS oO 0 oO_o• Pao ~- v ~l BEFORE LEAVING THIS ROOM ..,__ PERMANENT INTERIOR SIGN W/SILKSCREEN PRINTED GRAPHICS - INFORMATIONAL SIGNAGE ' ..;,;3•.:.;..~.;..;.1.;,;'.;,;0~•.;.;.;..;;..i.:.;;..;;~..;;..;..;;..;..;;..;.;;.;;;.,_ ______________ IN-F3----I~ 3, ' 2000-0247 I 6" MIN. 9" MIN. a&&♦ XXXX. ~"--.IIQIT; 1. -MESSAGE AT BOTTOM FOR DIRECTION TO "TOILETS", ETC. MISC. DIRECTIONAL SIGNS (TYF FOR NTERIOR) 3" ;:: 1 '-011 OIRECTN 20□0-0247 - -, ... 4) "" ' - KEYNOTES ARCHITECT NTD AlllCl!llECTS -4719 Viewridge Ave., Suite 200 San 0iego, CA 92123 . Glendoro • San Diego e Auburn I PROJECT CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE: COMMUNITY CENTER BUILDING SIGN AGE DETAILS NO . DATE REVISION COMMENTS DRAWN BY PROJECT NO. ,, DB . 2000-0247 CHECKm ev 0ATE I\ RN tfl 12-09-03 11\ DRAWING NO. I/ I' A0.2 , -I SHEET 9 OF)f'\~ --. i DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA flEOADER: BY ?ART NLJMEEA 8553 --POSiTIQII EDGC Jr PIUII;' Ill THIS U!l't---- 84'-o· DRAWING NUMBER SAFCO PRODUCTS • NE\.IV HOPE, MINNESOTA REO.JOER BY ?ART NUMBER 6553 ---r0STTICM EllG~ !lF f'l!l!f7 l)N 1'1110 Lm ~ -- a·-o.. . e•-o· . -4'-o" s·-o.. 4'-o" a·-o.. 4•-0., s·-o· 4'-o" a·-o" . 12·-o"' 4'-o" 4'-o" 1 ·----,t'-.1--+•1-+----'-----"--.l'-'-'+.......::_:c---al'-'---=--.i'---=---=-~---=--+-----=------=---,1<--1---=--.:.-_,i,..:-:.._~· V. ., I ,, MULTI-PURPOSE ROOM I ,I@ I ! ! A100 ! l I ' :@ I ,_ ' I I ' ' I ' ' ' ' I ' " ' " ' " ' I ' ' I ' I I " " " ' ' ' ' 0 SENIOR FAMILY ROOM ! A127 ! ,, ,, ----------· ,, 2 PARTIAL CLERESTORY PLAN ' , -SC_AL.;;..;.8;.:;..1/8~'~a~f~~=.;,;;.,;...;...;;..;.;.;...;..;;;;.,;;..;.. ___ -'~ 1. 0--- 0--- 3 1--~ 3,1 )--_/ • 'j' N - PARTIAL CLERESTORY PLAN , ' /"1'"' , ... .:2:..,, • SCALE: vs· ■ f~ J N - / \_"-..JI./ A A1 0 • I i /2-, A1.4 1 DRAWING NUMBER SAFOO PA□DUCTS • NEW HOPE, MINNESOTA AEORCl:R BY PART NUMBER 8553 ---ro~nllR of!f,f ilF PlllITT Ill TIUS lll([---- 158'-B" 158'-B" DRAWING NUMBER ~FCO PRODUCTS • NEW HOPE, M!NNESOTA REORCl:R BY PART NUMBER 8553 C D © DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA AEORCl:R BY PART NUMBER 6553 STORAGE ! Al 17 ! F @-- -FIRE SPR. fi4I RISER ~ 1'., . l~I TRASH ENCLOSURE I* 11 :~➔ I ,.,(oill),.,,0"2 ~ 17"" / 05.12 .. 2 • A1.4 ' ~ ,,--..., 16 , '---' 3.9 ',,,.-,,..,_, "" ._,. (A128 \ .., l,, ----------0 131 FLOOR PLAN / .,. E.8 cb SCALl1!8' = 1'-0' DRAWING NUMBER DWG 447-6 L---~A~f.10,~---.....I ISAFCO PRODUCTS • r.JEW HOPE, MINNESOTA FIEOFIOER BY PART NUMBER 8553 KEYNOTES (01.05) SEE SUPPLEMENTAL FLOOR PLANS FOR MORE INFORMATION @JD SEE PLUMBING DRAWINGS @JD SEE KITCHEN EQUIPMENT DRAWINGS @ID PORTLAND CEMENT CONCRETE PAVING CP-1 -D2751 @1I) TRANSFORMER ( 02.46) PIPE BOLLARD -02870 @D FABRICATED STEEL CATE -05500 @) PREFABRICATED ALUMINUM ACCESS LADDER -05500 { 06.30) TELEPHONE BACKER BOARD -SEE ELECTRICAL G@ROOF ORAN @JD ROOF OVERFLOW DRAIN @Tu PORTLAND CEMENT PLASTER -09220 @j]) FIRE EXTINGUISHER -FE-1 -10522 (!Q}D ARE EXTINGUISHER CABINET FEC-1 -10522 @) OPERABLE PANEL PARTITION -10651 (ITID PROJECTION SCREEN -11130 @ID COMMERCIAL KITCHEN EQUIPMENT -11400 ( 15.05) DRINKING FOUNTAIN @)MOP SINK (j@ GREASE INTERCEPTOR @ID LIGHT FIXTURE @ID PUBLIC TELEPHONE FLOOR PLAN WALL LEGEND r (WALLTYPE TAG AT NEW PARTITIONS ONL'I') =t= NEW NON-RATED PARTITION I'="'·"=""'·=" NEW I-HOUR RATED PARTITION ARCHITECT PROJECT NTD AliCH!ll'ECTS -4719 Viewridge Ave., Suite 2-00 Sen Di~go, CA 92123 Glendora • San Diego • Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING NO. DATE r, r. I\ r, I\ FLOOR PLAN REVISION COMMENTS DRAWN BY DB PROJECT NO. 2000-0247 CHECKED BY !2'.'TE RN fCl 12-09-03 DAAW!NG NO. A1.0 SHEET q OF I O),,.. ------ DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA AEORCER BY PART NLIMB!;.R 6553 ---l'OSl'TIOll~OGEl}l'PRINTONTHl~UNE-----:----- - DRAWING NUMBER SAFCO PRODUCTS • NE\N HOPE. MINNESOTA REORDER BY PART NUM5ER 8553 DRAWING NUMBER SAFCO PRODUCTS • NEW H□PE, MINNESCTTA REORDER BY PART NUMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORCEFI BY PART NUMEIER 6553 DRAWING NUMBER DRAWING NUMBER DWG 447-6 SAFCO PH~J1!>f ,4.~0PE M.,NESOTA REORDER BY PAA'f NUMBE~ 6553 ---l'(lsmaNBG<aFl'IIINTONTIIISUNE----- ----.FOSITHlNEllGEOFPRINTONTNl3UIIE-----=---~ -----=--.--POSITIIIN!lll1~QFP.IIINTIJITIISUNE-.--- _jCO PRODUCTS • NEW HOPE, MINNESOTA REORDER SY PART NllMBER 6553 -_,,,__,,, -----1 ---l'llSITIIJHEDGEOF?RlrrtlllTHISUNE-~ ------, ---POSITION EIGEOFPIIINTGNTHIS U!IE-----··· ' . ' .. - ,,'• 2" .. :~~ ;·:.. ... . ,.,. 1 /8" ,,, I 7 /8" STUCCO OVER MASONRY CMU CONCRETE CAP DETAIL r---4x18 GA. MTL. STUDS ------i 7 /8" TUCCO OVER MTL. LATH ~-t-OVER /2" BACKER BO. EXP. • £A. SIDE ~-+-2"x2' 18 GA CONT. ANGLE PER RUCT. + I MET AL STUD CORNER DETAIL -- .. SECTION @ BENCH-LINTEL HE:"A-U 1 1/2"=1'-0" ---------. '" :--..~,:r---- 8ENCH3 2000-0247 9 2" PRECAST-..-,._ CONC, CAP 2" PRECAST CONC. CAP t---.• ~---. • ..-._----...,...--SEAT ON 1/2" SETTING BED .. - 2" PRECAST+....- CONCRETE SEAT BACK T-- - ---r, i' I llll1111,i 'Ii '" SEALANT & BACKER ROD,TYP. CASING BEAD -~--1---srucco OVER CMU .,,--2" PRECAST CONCRETE CAP • "' STUCCO OVER MASONRY DRIP SCREED TYP. BACKER ROD • ... AND SEALANT I . -PAVER <I ~ ·4 ' I [, ' ,ill, ' ''""'"'I I ~LL..L.."'---'i~-"...L...L.L_LLJL._ BENCH DETAIL @) -1-1-/2-.-_-1,---0•-------------------B-E-NC-H2--~10 2000-0247 1/2" SETTING BED -~ STONE VENEER CONT. S.S. ANGLE W/ 1/4"t EXPANSION ANCHOR @32" o.c. lo © MTL. STUD WALL- SEE WALL TYPES CMU WALL- ~-SEE WALL TYPES MTL. STUD WALL- SEE WALL TYPES CMU WALL-,___ SEE WALL TYPES © MTL. STUD WALL- SEE WALL TYPES .___ CMU WALL- SEE WALL TYPES _V.;;;.E;..;.;NE;;;.;;E_R ..... A_J_C=M=U;.__ ________________ ®1.1 1 "= 1'-0" WALLVENEER4 2000-0247 ..A.JlQ!. _0£...00LJN!.._ _ ---7f + 10·-o· COURT [xxx I B ~-ROOF DRAIN MODIFIED BITUMEN ROOFING COVERED WALKWAY ~.,_-DRAIN PIPE I XXX I -:~ ·r~·· ~·.: :::': ·: ·. ~ -· , . .,..... .._, "-~-;:.~ OVERFLOW DRA!N PIP£ ROOF DRAIN PIPE 0 SECTION THRU CMU WALL C DRAIN PIPE 1· DRAIN PIPE @ CMU WALL , ' .... ,;·2~-~ .. ..;._,~._~o"""=---------------------,o""R'"'A1N""P""IPE~---tJZ 2000-0247 1/2" MAX. W/ 1:2 SLOPE OR 1/4" MAX. VERT. TR#/SITION #3 REBAR @ 24" O.C. • ., ln -I 11 .11 ,Jj : .- TRANSITION @ AC PAVING 1 1/2"=1'-0" 6" 6" LANDSCAPING OR SITE PAVING - SEE CIVIL PER SITE PAVING PAVER PER PLAN M:PAVE 2000-0247 /3 REBAR @24" 0.C . .Jj 'I,, • l 1 l 1 - ln ln - -~;.;. 1 ;..;P/;;_ • .,.;:;.~..:;..;~N;.;. 0 .c;;.;;R.;.;;E;.;..T:;;.E....:E;.;;;D"""'G..:;;.E_@;;._..,;LA;;;..;;.;N_D..:;..;SC_A_P_E ______ PLAN-TG---1~ 6 ~) 2000-0247 - ~---PAVER 2·-e· CONTROL JOINT {WHERE OCCURS) 13 BAR @ 24" O.C. 16.10 T.O. ONC. I . '-6 322.5 I - ... -·-.. ---...... . T.0. ONC. I 321.93 ·: J 03.07 . EJ • 6" lo . - I "' I ·-'--L~.- T.0. CON .6 02.16 3 (02.10) T.O. CONC. 321.5 5 • STONE PATTERN SHOWN AS GRAPHIC REPRESENTATION ONLY . LOOR PLAN SCALE: vs· c: 1-0' 3/8" .. • l 1 BUILDING EDGE PER PLAN 1°-0" PAVER 10x1Dx6x6 WIIF ~-f3 REBAR C 24" 0.C. PER SOILS REORT TYP. CONC ETE EDGE @ BUILDING EDGE 1 1/2"=1'-0" • 1/2" W. x 2" DEEP CAULKED JOINT FORMED JOINT • . .. 1°-0" 1-=I i==l•lol-· -;r.c-----~I'--+----- 1/2" SMOOTH ROUND BAR C 32" O.C. x 24" LONG. PAINT 12" PROJECTION INTO SECOND POUR W/ BITUMCN BOND- BREAKING PAINT ln TYP. PAVER @ CONCRETE , ' TYP. JOINT @ SLAB -'-1 ""1'-;""2"'"•-""1'""•-""'o""•;...;,....;_~ ................... ____________ ,_,AC""P~-IIE""2---(,~ 7 I 1 1/2",.,1'-0" 2000-0247 - CMU LINTEL ~--CROWN TOP "'o""9.""o 1"' • T.O. CONC. / 322.70 ·•·-... , ·- .0. CONC. 321.24 I I I I I ~ 1 poveotwoll 2000-0247 JNTSLAB 2000--()247 -~:~ s:;i; 1-----FILL SOLID WITH GROUT W/ CROWNED TOP PARTIAL SECTION 09.01 ·-e a" ai!.2'-s!: ELEVATf6ti' SECTION A-A SCALE: 1/4":1'·0" b ·' ... • <i' ,., I I ~ ,r---CROWN FOOTING 02.50 2 3 BENCH ELEVATION/ SECTION 1/8"=1'-0" BENCH 2000-0247 .... P ..... IP __ E~BOc,-.;L=LA+,R;..;..D ___________ ~=---t©4 1 /2"= 1 • -0" I BOLLARD 2000-0247 KEYNOTES @Q) ASPHALT CONCRETE PAVING -02741 @JD STONE CONCRETE INTERLOCKING PAVERS -02781 ( 02.44) BENCH -02870 ( 02.50) LANDSCAPED AREA (03.01) CAST-IN-PLACE CONCRETE SLAB -03310 {ofoD CONTROL JOINT TYPE (03.07) EXPANSION JOINT TYPE @]I) PORTLAND CEMENT PLASTER -09220 FLOOR PLAN WALL LEGEND ~ {WALL TYPE TAG AT NEW PARTITIONS ONLY) NEW NON-RATED PARTITION ARCHrrECT NEW 1-HOUR RATED PARTITION NTD ARCIIJITECTS •719 Viewr!dge Ave., Solle 200 San o;,go, CA 92123 Clendoro • Son Diego • Aub-im PROJECT . CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING NO. DATE COURTYARD DETAILS REVISION CO~MEITTS DRAWN BY PROJECT NO. 2000-0247 CHECKED BY DATE RN C 12-09-03 DRAWING NO. A 1.0.1 SHEET LO OF IO ' ; . • • • • • ' • -. . DRAWING NUMBER SAFCO PRODUCfS • NEW HOPE, MINNESOTA AEOR□Ef'I BY PART NUMBER 6553 --l'(lsrtJOOCDr.E!lf'l'!IINTONWISUII(---------- 13 14 15 16 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA RtOROER BY PART NUMBER 655.:l ---·-POITTTIOll~CC,~11'!'11:'f'"QNTHl3'Jl'lf---·-----~----- DRAWING NUMBER SAFCO PRODUCTS • NEVI/ HOPE, MINNESOTA REORct:R BY PART NUMBER 6553 9 10 11 12 DRAWING NUMBER SAFG□ PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6553 DRAWING NUMBER SAFCD PRODUCTS • NEW HOPE, MINNESCJTA REORDER BY PART NUMBER 6553 ---------,O~ITIIINHll~O~PlllllONlHISUIE----------- 5 6 7 8 ( 09.01) ~LG~ I\ -Y a·-o· -It FIN. FLR. o·-o· ~ I ~®.-----,,< ~FIN. CLG~ ~· I , -,, a·-o· 1 / 09.01} TYP. PfX-6 --,' FIN. FLR. 0'-0" © EAST ElEVATION ~09.01~ / PFX-6 "--._'--. ~ ~ORTH ELEVATION 0 SOUTH ELEVATION TRASH ENOLOSURE ELEVATIONS ' .., ...;.1 ;""e--.--.,--, ,,.aa..o""· "+'--------------------------------lR---AS-HE""L-EV----1, 1 , 2000-0247 f3'\ HINGE SiSTEMJ V {TOP & BOTT.) •.-m, r ,, . I I I ,, ! I L--...t.... f-L.J T.S. HORIZ. - 1 1/2" X 18 GA. METAL DECKING -TYP. -PFX-6 ,-DOUBLE LOCK BOX .I fflffll[ - ' J i,1 1 so. TUBE : I : : I I I I STEEL POST I i I ! FINISH GRADE PER STRUCT. l I LJ l 7 Li!:'... r - -..J PROVIDE FOOTING TYPICAL AT ALL '---FABRICATED STEEL I SWINGING ~ATE -DOUBLE ...;:1 /;_;4.,;.";.,;.,;.=;:;,,;.;1..;.' .;;O_"....;,;~.:;..-__;;..;;...;:;,,:=.:;..-------------GA-JE----l .. 2. 2000-0247 A TUBE STEEL TO ALIGN W/ FACE: / OF MASONRY0 2· -+---------CONC. CUFlB -AT TRASH ENCLOSUFlE ONLY ~-+---------FACE OF MASONRY ~--------TUBE STEEL PER STRUCTURAL ,---2" X 3" X .1875 HORIZ. , WELb TO GATE FRAME / 1 1/2" X 18 GA. METAL DECKING VERTICAL r.=.-,---~-,mrnmrn 1111111,,. 11111111111> 'o ~-~----=i< \ ~-u_u __ --1-\..2· x 4• STEEL TUBE • 3/16 \4-------(3) HINGES, lYP. wrLD TO POST AND GATE FRAME 2" GATE LEAF GATE HING -DETAIL , .., ..;;1~1•/~2~"-=;.;.;.1~';_;-;_;0"1,-,;;,,;;;;.;.;...;;.:"'-----------------,.~~JE-H-IN~GE,---f•3, 2000-0247 ' I ' 9/16" DIA. HOLES IN EACH StEEL > FOR PADLOCK 2 1/2" D~ X 1 1/2" X .125 STE£L > WELOED TO 3/4" ~ SlEEL ROD ..-----------10 GAUGE X 5' BENT ~ 1 ~ 1 ~ ~):E~L4iT~~1875WEs'r~Ero GATE FRAME 1 1/2" 1" I ' 1· , '...JI I .. I 1 1/2" ~ 1 1/2" X 1 1(2" X .125 STEEL > -WELb TO STEE TUBE GATE FRAME 2" X 4" X .1/4" STEEL TUBE GATE FRAMES '+-~----2" X 3" X !/4" STEEL > LOCATED 18 UP FROM BOTTOM OF GATE LEAF AND 12" DOWN FROM TOP OF GATE LEAF (TYP.) GATE BOLTI DETAIL 611 = 1'-0" I I GATBOLT ~000-0247 4 DRAWING NUMBER DWG 447-6 llAFCO ORO.;,..ia"Qf ;:1,()2:,,. MINNESOTA FIEOROER BY PART NUMBER 6553 .-nsmoN E0GE IF PIIINT OIi TIIIS •INE- KEYNOTES @Q) SEE SlRUCTURAL DRAWlNGS {02.10) ASPHALT CONCRCTE PAVING -02741 @JD STONE PAYERS -02785 { 02.44) BENCH -02B70 { 02.50) LANDSCAPED AREA ( 03.06) CONTROL JOINT TYPE {03.07) EXPANSION JOINT TYPE . @j) PORTLAND CEMENT PLASTER -09220 EXTERIOR FINISH SCHEDULE STEEL DOORS / DOOR & WINDOW FRAMES / COILING DOORS PFX-1 STEEL DOORS / DOOR & WINDOW FRAMES PFX-2 PLASTER / CAST-IN-PLACE CONCRETE WALL SURFACE Prx-3 FLASHINGS PFX-5 FLASHINGS / FERROUS STRUCTURAL COMPONENTS PFX-5 FERROUS METAL PIPING / MISC. METAL FABRICATIONS PfX-6 WOOD FASCIA / TIMBER / T&G DECKING STX-1 SPEC. SECTION 09900 FLOOR PLAN WALL LEGEND ~ {WALLTYPE TAG AT NEW PARmlONS ONLY} _ NEW NON-RAiED PARTITION · ·-NEW 1-HOUR RATED PARTITION ARCHITECT NTD AFlCIIITECTS 4719 llew~dge leie., Suite 200 Son [);ego, CA 92123 Glendora • Sen Diego • Auburn PROJECT CITY OF CARLSBAD, CONTRACT NO. 36991 A VIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING NO. DATE I I/ I SITE DETAILS REVISION COMME'.NTS DRAWN 9Y 08 PROJECT NO. 2000-0247 CHECKEO BY DATE RN @ 12-09-03 DRAWING NO. A 1.0.2 SHEET I\ DRAWING NUMBER SAFCO PROCMJCTS • NEW HOPE. MINNESOTA DRAWING NUMBER SAFCO PRODUCTS • NEVI/ HOPE, MINNEOOTA REORDER SY PART NUMOCR 6553 DRAWING NUMBER SAFCO PAODUCTS • NE\N HOPE, MINNESOTA REORCER BY PART NUMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE. MINNESOTA l=!EOROER BY PART NLIMBE.! 6553 DRAWING NUMBER SAJfcD PRODUCTS • NEIN HOPE, MINNESOTA I FEOR□ER BY PART NUMElER 655::l DRAWING NUMBER DWG 447-6 SAFCO PRCJ!~t-oJ i92?E, MINJ\ESOTA FIEORDER BY PAITT NUMBER 6553 REORDER BY PART Nt.JMBEA 8553 -.rcm10HEOO!';Jfl'1UllTIIIITl!ISUlli:------~ ~rosr•UJ1t!:]!HQF?lll~TIJIITHl5UN[ --------·-·------·---------l'llHlllNED~llF'nlITT'IJNUUStllt-----------------rt1SITIOIIBlGOaFl'l!IH~ON1lH:;"INE ---------------l'Dll!TION<ll~Ell'/'RJ~"~NTMISJII[------------· -_,_ I I I Ay ' i J, i ! I I I 0---------------;t------+-------------------------------------t-·------ ~o cl ..,. ! , 1 . 4 1/2" 's'-7 1/2" s·-o· s·-o· s·-o· 6'-o" 6'-o" s·-o· 6'-0" 5•-0· 5• • 6'-o" 6'-o" 5•-0· '-7 112· 1/2" I STX-1 I rs,-----h--lYP. MEN'S RESTROOM • ,')' □ I"' ·I -~--t-rr-i,t--\-----irr---nr- 0------------f----ii h I I '4' r-· -· --~o[is.01£9 F~ V-TYP. 05.01 05.09 STX-1 TYP, J O> STORAGE A124 05.01 I I I I I I I I I 'io b STX-1 -~ TYP. @o 1/2 1 l,lij:..C'.;:..:!.Ji=¢ .. .... ◊ 'j' ha:-o'.I . " . ... L,-J,..,,, ·, .... •• t,-,,.'":-,1 " . . . . . ·. : . .. ' •.. . . . . .. . " . . . .. . . ·, . . ~ : : . ·. .. . . . : . . . • . . · .. •,. . . .. ◊ ◊ ◊ . 1i.o:-o'.1 . .. . . . .. • ~""""---....L'------'-'---.U..---L-'---.U..---.U..--t' . EXT.-WAL WAY .1----is·-e· 5'-4" J 6'-4" J 7'-10· ,,l .-: :'1.'·.· ... ~·~d· '· ... STX-1 lYP. 7'-4" 8'-0" 6'-4" 0-----------·t•--------- I I I I I I 0 REFLECTED CEILING PLAN SCALE: vs· = 1-0' . .. . .. . .. 0 . ' .. ' . . I ·I·. ' I I I I ~ LO BY A119 ◊ ◊ . h,o:-oj I I . ., " . .. ◊ ◊ ◊ . b O.'~D~I " , .. 8'-8" 8"-8" A102 B'-0" . •, ~ rn~~-r--·. i · .... _.,. j.A10~ I· .·• ~.-== .. ::;::::::;:;::.i ·~·-·w. ··oo ,--.... ~ ........ : ' ·1 • 4•:..:o• ··4'-. .,. . ·, • IC:il • ~ , .. . . . • . ·STORAGE· .. I ~ 09.01 PFX-3 0 0 . J. -.4 ~ ... "' 0 0 1111 05.09 ! 11111 I '-0 · ·, ·-11" ... . . .. 0 •,.. . :··. ·. . . . •' . . . . . . ' : J' -~ ., .. .. · .... .. . • '• I• . . . .. •, . .. ' '• ... 10'-0 I I I I ~ ... •, i:i . lvl ... ,. . . . · ... J•. ·-· ~ ..• io . •. '• ,. . . . . . :,. . . . : : . '• ... . . . n·-e· 11·-e" •., .. □ : .. . ----------0 , . ' ·. DO 00 00 00 00 00 • .. •. M ETNG o·-• ... ------------'2' ... ' -~ , • SOFFIT o o o o o o o o o[::::T•~•=~Jl•'l-+11 =-'.;:....-....ic...A,'!;t..,.4-'., ,-''-+--~--110' -9 ~ A .0 .. ' ,· . . •,.•. •·· . . .. .... ... . . •.• .. . . . .. . . . .. . . . ·. 00 00 00 00 00 00 • 00 • • '" liiliii I 00 Ill Ii ma 6 00 . ',l · r , I .. 6-0 A.V. A109 l rgJ I I I.D.F. A110 (05.09) AAMIN A111 00 6'-0" • -J ELEC. ! A116 ! TORACE ! A117 ! • 4• -8" '• 09.01 FX-3 •' . .. '• . . ... ., .. .. .. '•,. STO GE Alb8 . .. •: . ., • ... ·! . SOFflT 9'-0" ' ------------@ 09.01 • 0 I ;,. 05.09 05.01 05.09 • --i:, h I 'io • 'i' 1o 05.09 FIRE SPRLKLER RISER A12S .--r,-------' __ _L_ ----------0 I I I I 1 --+--------------© STX-1 4'-11 3/4" 1 • TYP. I I I ------➔----+--------------0 i .. I I i i ~ ~ KEYNOTES @I) STEEL BEAM • 05120 (05.09) STEEL ROOF DECK -05310 (06.02) WOOD BEAM -06112 ( 06.04) WOOD SIDING -06200 @I) PORTLAND CEMENT PLASTER • 09220 ( 09.24) GYP. BOARD -09260 ( 15.02) LINEAR OIFFUSER EXTERIOR FINISH SCHEDULE STEEL DOORS / DOOR &: WINDOW FRAMES / COILING DOORS STEEL DOORS / DOOR &: WINDOW FRAMES PLASTER / CAST-IN-PLACE CONCRETE WALL SURFACE FLASHINGS FLASHINGS / FERROUS STRUCTURAL COMPONENTS FERROUS METAL PIPING / MISC. METAL FABRICATIONS WOOD FASCIA / TIMBER / T&G DECKING PFX-1 PFX-2 PFX-3 PFX-5 PFX-5 PfX-6 STX-1 SPEC. SECTION 09900 CEILING LEGEND CEILING: 2' X 4' SUSPENDED ACOUSTICAL GRID PANELS PER ROOM FINISH SCHEDULE CEILING: 2' X 2' SUSPENDED ACOUSTICAL GRID PANELS PER ROOM FINISH SCHEDULE .... . . ~ . . .. .. . ., . !:~ ,.·~ ,t· •••• . . .... •' ··.-. .-, :·,l,.·--·:,.:, '• .. .. ~. . · .. ~ ·::._.., '••:-~·:·: . . . . . .. ' . . ... CEILING: WOOD CEILING PER FINISH SCHEDULE + X' -X" HEIGHT OF FINISHED CEILING/ SOFFIT D D><><> aoO C I IQJ ;:::::=--LIGHT FIXTURES- SEE ELECTRICAL DWGS. CEILING ACCESS PANEL SUPPLY AIR DIFFUSER RETURN AIR GRILLE EXHAUST AIR GRILLE GENERAL NOTES 1. CENTER SUSPENDED CEILING GRIDS EACH WAY WITHIN SPACE, UNLESS OTHERWISE NOTED. 2. CEILING HEIGHT AS NOTED. 3. CENTER MECHANICAL AIR GRILLE BETWEEN LIGHTS / WALLS IN GYPSUM BOARD CEILING AS SHOWN. 4. Exrr LIGHTS AS SHOWN, SEE ELECTRICAL DRAWINGS. 5. CENTER LIGHT FIXTURES WITHIN SPACES UNLESS DIMENSIONED OTHERWISE. ARCHITECT NTD l E C T S 4719 Viewridge Ave., Suite 200 Son Diego, CA 92123 Cllendoro e Sen Diego e Auburn SEAL 1,"'~'n""''" ,,,, PROJECT -€'"' CA\-lf,:$1' ,,.,,,,,,,111,11'"''1'" ) CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK ORAWJNG TITLE COMMUNITY CENTER BUILDING REFLECTED CEILING PLAN NO. DATE REVISION COMMENTS DRAWN 9Y DB PROJECT NO. 2000-0247 CHECKE□ BY CATE RN @ 12•09-03 DRAWING NO. A1.1 SHEET OF # DRAWING NUMBER SAFOJ PRODUCTS • NE\N HOPE, MINNESOTA F!EORCl:R BY PART NUMBER 6553 -PCSITIIIH ED~~ ~ l'RIHT ill rtU.S 1.111[ - 2,4 @----- @------b I .. A r ' I 9'-4" - 'u\ 0!.:Y I (07.15'\.. I, {07.14)- T.0.M., I _ +13•-4r~ I I I I I ' \ A7.1 / .....___,, r I SIM e-.... I . c-i IY,-',-1 I' I I ' 0 - • 12 '\ ·~ DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA RE□PDE>< BY PART NUMBER 8553 ----l'tl~!7100tDGEUf:'IUITTllll".1!15Ulll:-- er I 4•-0· DRAWING NUMBER SAFCO PRODUCTS • NEV.I HOPE, MINNESOTA REORDER BY ?A.JT NUMBER 6553 ---rtlSITIO"cOG!'Jfi'f\lITT,:llf711SUNE--- ~\ ~1)1 • ' . ' ' ' ,, ' I ~ I 4•-0· I DRAWING NUMBER SAFCD PRODUCT'S • NEW HOPE, MINNESOTA RE□RCER BY PART NUMBER B553 ---rcs111a~ ECQE ill' i'IUN7 llfl THIS '..HI£ -- I 'a\ A7.1 / '-.,/ SIM. I DRAWING NUMBER SAFCO PF!OOUCTS • NE\N HCFE, MINNESOTA RECRDEA SY PART NllMBEFl 6553 -----------------------------------------~-t--------:t- fi?\ 12, I -r. i' -------1----------0 I I ' I I I I I I I ~ I ... I ~ I .L ..! • .. 24'-4" ' I ROOF PLAN SCALE: vs· s 1-0' I!' g "' SLOPE 4:12 07.03 22 " ~ .; T.0.STL ./4o +23'-4" RIDGE I!' l " 0 - /L ~ it ., ' ' 12\ y I --..,, ---- ' . \f.7.YTYP. I :~o~~s--1 A7.1 I I ' I I I I I - 07.03 "' s "' -"' .:; 2 \ ~ _ RIDGE >-------'~=---t------<--1 ~ +11'-4" I (07.14 I ' {07.15) ,I I I I n_J I I ' I I ~ T.O.STL ·, . \ ' -- =- I T.0,STL +32'-10· 07.10; l's' ~ OPP. ~ T.O,STL. +11·-o· I I .. ,/ 1 ' I ~ 111\ \!!.YTYP. A1.4 1 I ' - . -- SL~ 4:12': _ __L_ i • ' T.O.STL . " +11·-o .. J 11 \ I ' A7 1 , l,0.M. - I I.I ., T.O.STL y·, / +13,f-4" +12'-6" / I ,\ ~07.14} \ y--/ r<o1.,5> r.0'"1"",03"' / - - - T.0.M. +12·-o· I I (07.14>- {07.15)-\ \ ~ ~ T.0.STL J . SLOPE ~-1/4"/ FT, 15.17) BELOW 07.10 'u\ ~OPP. T.0.STL +12'-6" ,"s" 1 A7.1 10 / IQ SLOPE 4:12 07.11) TYP . - SLOPE 1/4" FT. ,,--.., ' 5 ~ ' A7.11~ ..,_..., i . ......-{07.03✓_ RIDGE j 2 \ 'A?JI ~ . r.Y-nl P.,-L~n',.,_,., ,,--.., ' B ' I A7.1 1 ' ' . '\_ T,O.STL. ' / T.O.TRUSS +19'-4" SLOPE 4:12 I 2 \ I~ T.0.M, / +20'-8" - T.0.M. / +20'-B" T.O.STL +11'-3" 111\ ~ \!!Y - -----+-----------@ . T.0.STL -+11'-3' . b _, .. T.O.STL +12'-0" ~~=~---' ----------0 I T.O.M. I - I I +13'-4" ,,--.., I I I I ' 8 ' 1 A7.1 , SIM. I I I - +11'-0" \ I l--'-,-' ....... U,..,,.Y., ........ ----r-,----r-------------i----1-----'----,-;.- .. ec,J,-L.4n'-,,'-c'.,..L,J~-,."-c ....... L,-IL,-L,~ . L ------------_j -- --} I - - - - ---- - --0 I I 0 I T.0.M. / I +12·-o· , T.0.M. +12·-o· ~ 12 '\ 0!Y l~~,,.~,--~-1 '+--+--lf--+---'---------------+----------- T.0.M. I J +13'-4" (-0-4.-05~ · I --- I I I ----+---+------------0 I I I I I cb DRAWING NUMBER DWG 447-6 •AFC□ .!.t~f -fl-Q2-H□PE, M.,NESITTA ~EORDER BY PART NUM9ER 6553 KEYNOTES ( 07.03) CONCRETE ROOFING TILE -07322 @Q) MODIFIED BITUMEN ROOP /INSULATION SYSTEM HOT BITUMEN APPLICATION -07551 @JD ROOP TRAFFIC PAD -07550/07551 @ID ROOF DRAIN @JD ROOF OVERFLOW DRAIN {QIE) ROOF ACCESS HATCH -07720 ( 15.03) HVAC UNIT @D EXHAUST FAN ARCHITECT PROJECT NTD AlilClilllECTS 4719 v;,wridge Ave., Sufte 200 Son D,go, CA 02123 Glendora e Son Diego • Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWJNG TITLE COMMUNITY CENTER BUILDING ROOF PLAN NO. DATE REVISION COMMENTS CRAWN SY PROJECT NO, OB 2000-0247 I\ CHECKED BY DATE RN (C) 12-09-03 I/ DRAWING NO. I I A1.2 I DRAWING NUMBER SAFCO PRODUCTS • NEW l'IOPE, MINNESOTA REDl=IDER BY PAAT NUMBER 65E'i3 --l'GSrT:ONWi.EiJ"Plll!ITIJflTIIIS;Jllt----------- 12·-s .. Pf'X-5 <X) I <X) FX- 09.01 PFX-3 12·-e· ( -- DRAWING NUMBER SAFCO PRODUCTS • NE'vV HOPE, MINNESOTA REORDER BY PART NUMBER 6553 ---l'IW7100:tlbl;ijf;,r,;;;rcill"'iiijT_llfE--- _..I..__ T.O.ST~L_. __ f 32'-10" ,1. T.0.STL 'f + 23'-4" TYP. 06.02 STX-1 TYP 06.03 STX-1 07.03 DRAWING NUMBER SAFCO PRODUCTS • NEVV HOPE, MINNESOTA FEOROER BY PART NUMBER 6553 ---:-o,mo!f::tC('ll"ffll1f'OOTMl~~lll'.------------- 3'-" 6'-4" 2'-3 1/2" DRAWING NUMBER SAFC□ PROOUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6553 09.01 PFX-3 DRAWING NUMBER _tea PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6553 -_,,.,,.,_ ----..---ro3fTIIJlllll~~OFl'Al"'TllllllOOLll!E------------ 07.03 07.03 PFX-5 PFX-5 --------------------- T.0.P:J, +13'-4if° T.0.WALL +12·-o 09.03 i -~--.---..<•--,--.. . - ' I 0 ~, f , ' , i ' i t .. . ---. ---. . - 'I£~ DRAWING NUMBER DWG 447-6 SAeco PR~oiif,-3,,~HOPE. MINN~OTA REORDER BY PART NUMBER 8553 ----f!)!IITIIJM~F(lfPIIIIT!JtlfMISl.ll!F.-·--- KEYNOTES ( 03.06) CONTROL JOINT 'IYPE (06.02) WOOD BEAM -06112 ( 06.03) WOOD FASCIA -06200 ( 07.03) CONCRETE ROOf'ING TILE -07322 ~ PORTLAND CEMENT PLASTER -09220 ( 09.03) EXPANSION JOINT -09220 {Q@NATURAL STONE TILE NST-1-09320 @JD NATURAL STONE TILE NST-2-09320 @ID LIGHT FIXTURE FIN. FLR. ~ FIN. FLR . ----· ----s-·.,~; <:_.:~~? L, __ __, , ' ' , ~ ,~-0~ t : .. ?" - FIN. FLR. o·-o· .,-o· -o'" 09.13 09.14 EAST ELEVATION -COURTYARD scALE: vs· a f--0' 12·-a" 17\ 12'-B" 1~"' I ----I ---r rx-1,j ~ STX-1 ~ ....... ~~y) (-~~ --t:::------::;J • ~ 09.0t'>- PFX-3 ,-.... /PFX-5 ------------------- . --~ ~ f- ~, ' , r ' w ~j f-i II '( f-,-1/, ~ " J ~ LI ', , , \ 09.14 > WEST ELEVATION -COURTYARD SCALE: VB' = 1-0' 61 - ' I I ' ' [I] . f-f- f-r i f--, --i f---~ r \ ,-~ - f- \ ,. 09.01) 09.14) WEST ELEVATION -COURTYARD PFX-3 SCALE: 1/8' = 1--0' - ' ' ' ' ' I I I I T ·~ . --, I' 'I i i -, 1/ -f-i lJ r J '• vjj i f-l -i f-t 1 ~ --If, ,-f-I/ II, f--1-«' f- ' , ,_ f-', I -f-' ' ~ , , , {09.14, ---WEST ELEVATION -COURTYARD SCALE: vs· = f--0' 8 ' ' .. = == I \ / I' i , I/ 11/f 'ii, -~ 1 f-II, rf I II; ~-'-' , ' , , ' IL- \ --,. 09.14 > {09.01} PFX-3 ---WEST ELEVATION -COURTYARD SCALE: VS' C f-0' 9 T.O.:..SM- + 23'-4" -T.O.P. ~ +1.3'-4 .. FIN. FLR. I o·-o· 1 . . -10·-o· FIN CLG~ FIN. FLR. I o·-o· T -10·-o· FIN. FLR.I o·-o· 1 -10'-0" FIN. FLR.I o·-o· , + o·-o· 09.01 09.13 PFX-3 SOUTH ELEVATION SCALE: VB' = f-0' _L_T:(l,__STL __ _ ~ -1 o· ~ _I.(). ~TL,--__ _ _ --r+2o·-a· + -+-~---~ PFX-3 r-771 L£J FIN. FLR. + 0'-0"' 09.13 WEST ELEVATION SCALE: VS' = f-0' F _,I.. T.O. PARAPET T'+:?o·-s·~ ~ T.0.ROOf' _______ _ --,-+19"-4" ~ PARAPET ~· -4" ' , 19'-10· 4 Al.4 I ' 16.10 PFX-5 STX-1 12 ' , , ' ' , 09.01 PFX-3 I !A At.0. 09.14 PFX-5--... 09.01 FX-3 I lC A 1.0.1 09.14 12 :-74 09.01 06.02 TYP. STX-1 06.03 TY?. STX-1 Pf'X-3 PFX-5--.... -------------------------------- 03.06 11 B J--iF""'il 09.01 At.0.1 PFX-3 ' 09.13 16.10 09.01 PFX-3 1 '-B" 06.03 TYP • 16.10 - I -- 09.13 STX-1 09.01 18, -e• PFX-3 1 'I 09.13 2 PFX-5 -----1 09.01 PFX-3 FIN. FLR. o·-o· T.0.WALL + t2'-0" FIN. FLR. o· -o· 09.13 "'"'N..;..OR""'"T""'"H'""'E=L;;;;.EV;;.;.,A.;;.;.T=IO..;..;N ______________________________ +--_________ -1fs\ SCALE: 1/8' = 1-0' \:::) 2 A1.4 I 12'-B" d,. T.O. STL _ l. 'f +23'-4" ------ FIN. FLR. o·-o· fiCAI.E: 1/8' • 1-0' I 09.01 PFX-3 12·-s- 09.13 ~_T,O. _!ARAPET T'+:?o·-e· PFX-5 16.10 09.01 PFX-3 ' , 09.01 PFX-3 09.13 07.03 STX-1 09.13 11 B A1.0.1 cp I _ +-_ __T.0.3Tl.______,I. _ I + 32•-"io"'f" FIN. FLR. o· -o· 0 EXTERIOR FINISH SCHEDULE STEEL DOORS / OOOR & WINDOW FRAMES / COILING OODRS STEEL DOORS / DOOR & WINDOW FRAMES PLASTER / CAST-IN-PLACE CONCRETE WALL SURFACE FLASHINGS FLASHINGS / FERROUS STRUCTURAL COMPONENTS FERROUS METAL PIPING / MISC. METAL FABRICATIONS WOOD FASCIA / TIMBER / T&:G DECKING PFX-1 PfX-2 PFX-3 Pf'X-5 PFX-5 PFX-6 STX-1 SPEC. SECTION 09900 ARCHITECT PROJECT NTD ARCHITECTS ,4719 Viewfidge Ave., Suite 200 San Diego, CA 92123 GlendcrQ • San Diego • Aubum CITY OF CARLSBAD, CONTRACT NO. 36991 A VIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING ELEVATIONS NO. DATE REVISION COMMENTS DRAWN BY PROJECT NO. D6 2000-0247 CHECKED BY CATE RN © 12-09-03 6 DRAWING NO. 6 A1.3 6 6 SHEET I # o, D # . ' l l j i l I ' l l r j l DRAWING NUMBER SAFCO PRODUCTS • NE\N HOPE, MINNESOTA AEl:FlOER BY PART NUMBER 6553 DRAWING NUMBER DRAWING NUMBER SAFCO PROOUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 8553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUr-.113ER 6553 DRAWING NUMBER SAFCD PRODUCTS • NE'W HOPE. MINNESOTA ~EOFIDER BY PART NUM8ER 8553 DRAWING NUMBER DWG 447-6 SAFCO PROCl~i ~f iP-iPE, MINNESOTA ~EOFIDER E!Y PART NUMBER 6553 -------- SAFCO PADDUCTS • NEW HOPE, MINNelOTA AEl'.FIOER BY PART NUM8ER 8553 -!'!!!rr•o~ '=~~E If' ~P.!'!T ~ TH!~ '.!!!!----f'l!SITlmlffl~EIIFPRINT!IIITlll~LIME--------~ --fl!i1T11J11gl!'!''l!'"'!!!'T'l!!"l!1~U!I~--__,__ ----- ~ FIN. FLR. o· -o· ...... ' 2 '\ ' --., \ A7.1 I ATlRUSS 01.10) 3.1 7 @ID/ l I 3.1. • 3 , 2 -. --I __, T.O. TRUSS .L -------I--+ 2•-10• l - .~, 1 /13,Q I T.O. CMU A +20'-B" i' -------------------·-------5 BUILDING SECTION © SCALE: vs· • f-0' BUILDING SECTION SCALE: vs· = 1-0' B r ' 1 I ... ~ - A A1 C F ....__ ---- ~ .--{07.03) r--@ 1 I L ~ I ,----L. ~-I_ d,. T.O.BEAM -=-.,-;,;-,,.,;:;-~=,--~=-...,,;;~~=,,~~=-=r-~~,...,,...., .. -...,-- -PP. I ·, • 'f + 23' -4" j ..... __ ,z l l l l l ' ) I ' -l: __ l _____ l _____ 1l _____ 1 _ _,:1--j ~ --" ::u__......;f.,,,-..,-:.:--=---::.:-:a_:.:_-=-__ ::.:_:.:_:.:: __ -=-_::.:_:.:_-=-__ -=-_::.:_..:_"::.. __ ::.:_:.:_:.:: __ -=-_::.:_:.:_-=-__ ::.:_:.:_:.:: __ -=-_:.:_:.:_-=-_ -::.:-,.-,,. o": -==!!,,, =_=_==_=_ ,!=;;::: u===u;;=j=+=I 3=~~=04::;~u:;::.~=ll=::::;:u;::+=1=2~=~0=.~=-~;;::: u===;;:::u===;u;;==;=l~1::-~-=-• Q :::-; :::::::::::::: :::-; I --------------, 0 "-1 I --- ~ ~-4 " U-11·-o· ~ FIN. FLR. + 0'-0" LJ F SENIOR ij /11 D n ,1 1r k if ..... _ " ' h 11 11 ' 11 1 n FAMILY ROOM /, W IA127I I'\ h ,11 ' BUILDING SECTION SCALE: vs· = f--0' E D I , " ' I I C I /6\ ,---( 07.03) V::V \~ I r{o1.1n _ J., T.0.PARAPET __ I lg\ / . F--_ 1 'f' +20· -e· 1---"' -~-~4 .,, • I ___.1c_LO STL 1 1 T.0.WALL I ----r+1ir--i·~.-~-4 ~ ~ ----... 20·-e· 1 ___ ~ ma1 1 BUILDING SECTION SCALE: vs· = f-0' 7 cp 0 ,... I i I 'l!, i I I ACTIVITY ROOM I Al 17 I I WOMEN'S RESTROOM'b I Al 13 I ;!, "ORRIDOR ,,.,,,1 • 8.9 12 4i- Eiil I ,,---._ I J 5 \ 1 1 A7.1 / - WARMING KITCHEN I A110 I ,1. r1N. "._LRc:.. -L--1...1.---!jil7~p§1 Y + 0'-0" L..J LJ L..J BUILDING SECTION SCALE: vs· = f ..()' L...J CTIVITY , K,n M A 1711 I I < 07.03 >--, \ --, B A.1 0 < 01.11 liiil 1 T.O.P. --I I I I I - o ;_ e I - 1 I I I ====!==~·======ct'' : I --+-.---~ MULTI-PURI DSE I ROOM I 1\11 A100 I IF='7/i'ir""",~=ilF----=r-r---7--4--,;b::t°'-11HI%'., ,/ 1 ', I I ·' 1 VI 1' ~ I , '-/ I '.... ,,' I I I I I I I I I ---- cp , 15 , / 1 A7.1 / ,07.03 > b , STORAGE~ [A1oa1~ 8 ' A7.11 T.O.BEAM ~ + 23'-4" FIN. FLR. 0'-01 I 3, - KEYNOTES (EID SEE STRUCTURAL DRAWINGS @IT) SEE MECHANICAL DRAWINGS (07.03) CONCRETE ROOFING TILE -07322 ARCHITECT PROJECT NTD -4719 Viewridge Ave., Suite 200 San Diego, CA 92123 Glendora e San Diego • Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING SECTIONS NO. DATE REVISION COMMENTS I\ DRAWN EY PROJECT NO. DB 2000-0247 CHECKED BY DATE RN © 12-09-03 DRAWING NO. I\ I\ I\ A1.4 ,/'I SHEET J,&;" OF ID~ • • • ' ' . . ' • . • • • • • WINDOW TYPE W1 W2 W3 W4 W5 W6 W6A W7 W8 W9 W10 DRAWING NUMBER SAFOJ PRODUCTS • N8N HOPE, MINNESOTA REORDER BY PAFIT NUMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NeN HOPE, MINNESOTA REORDER BY !=!AAT NUMBER 8553 --l'GSITIONBI_GtllFl'R/PfTGNrHISLIII'-----__..,.. -----POSITIGNEIIGeOFl'RIITTONTHISUlfE-----------==- WINDOW SCHEDULE WINDOW SIZE LX H 61 -o" x 4' -o" 4'-0" X 4'-0" s· -o" x -4' -o" 2·-0· x 8'-o" 2'-0" X 8'-0" 8'-0" x 8'-o" 3'-0" X 8'-0" 11•-4• x 8'-o· 12'-0" X 4'-0" 3'-6" X 4' -0" 8' -0" X 4' -o• 1 FRAME GLASS MATL FIN GL-1 HM PFX-1 GL-1 HM P,X-1 GL-1 HM PFX-1 GL-2 ~M PFX-1 PFX-1 GL-2 HM PFX-1 GL-2 HM P,X-1 GL-1 HM PFX-1 GL-1 ~M PFX-1 GL-3 ~M PfX-1 GL-4 · HM P,X-1 1 --"<-- 0 t 4'-4"' 4'-4" @ WINDOW TYPES L PER ~ t PER SCHED. 1 SCHED. 1 -~'Ir A FLUSH PER SCHED. fil "- s FLUSH DOUBLE 5 1/2"· "' 5 1/2" '--J ;r t... "; '- "' H STILE/RAIL DOUBLE DOOR TYPES 2" (4" WHERE , DETAILED} r 2" (4" WHERE , DETAILED} r l J SLICER PER SCHED. ODOR LOUVER PER SPECS. DETAILS MEAD JAMB JAMB SILL REMARKS 1/A6.3 2/A6.3 2/A6.3 3/A6.3 1/A6.3 2/A6.3 2/A6.3 4/A6.3 1/A6.3 2/A6.3 2/A6.3 13/A6.3 14/A6.3 14/A6.3 14/A6.3 12/A6.3 9/A6.3 10/A6.3 10/A6.3 11/A6.3 1/A6.1.1 2/A6.1.1 2/A6.1.1 1/A6.1.1 2/A6.1.1 2/A6.1.1 1/A6.3 14/A6.3 14/A6.3 14/A6.3 1/A6.3 2/A6.3 2/A6.3 4/A6.3 5/A6.3 6/A6.3 6/AB.3 6/AB.3 3/A6.1.1 4/A6.1. 1 4/A6.1.1 1/AB.1.1 11 s'-o" r ....... _ ...... e 12'-o" 3'-o· 3'-0 .. 3'-0" <1N. FLR. L 7 PER SCHED. r-----------------, I I C OVERHEAD l 2" (4" WHERE / DETAILED) ,., I - b I ... r K b ~ PER L 1 SCHED. 1 _,,.__,_ .,,,--,-,'--DOOR LOUVER Qt:::~~1[( PER SCHEDULE ::,: , ~ c::::, I<-~ (WHERE OCCURS} ..,,___,_ ~ IE==if-.-1--DOOR LOUVER "'..___,_ ~ PER SCHEDULE b "~-L..---' D FLUSH w/ LOUVER PER l SCHED. FOLDING PARTITION / SIDELIGHTS PER =Irr w1Noow scHEDULE ----'= . 2" . 2" 2" (4" WHERE,,-: ~ DETAILED) -->1.- r 3 4 5 A A \,, . ,o • I " ., •1N. FLR. FIN FLR. L 4•-0· •• "' • "' I ;., PER SCHED. +---'-=-:=~-+- i EQ I:\._ EQ :-, EQ ~~EO i-l--t-t-t---+-i1 ,4- b ~ I lo • ,o • I " ., •' "' B'-0" PER SCHED. i \or • c= lt;al;;;a ~ ~ , ,,, -t--..-'lr ._ __ ..._ __ _,I~ • E FLUSH DOUBLE w/ LOlNER DOOR LOUVER PER SPECS. ./~CTION 10210~2,' .1 - 2· .L b I ... 2" 3 r STILE/RAIL s·-o" 1 SINGLE 2 DOUBLE DOUBLE WITH TRANSOM SINGLE OR DOUBLE w/ SIDELIGHT(S} SINGLE WITH TRANSOM DOUBLE WrTH TRANSOM FRAME TYPES ·' DRAWING NUMBER SAFC□ PRODUCTS • NEIN HOPE, MINNESOTA REORDER BY PART NUMBER 6553 -POSITION ED&E OF PR)lf! ON lHIS UNE -- "' , 3'-0" 'I W6A L PER 'b I ;, "' FIXED WINDOW FIXED WlNOOW PER SCHED. -s 1/2" .I • ~ • !<-.a -~<- G STILE/RAIL - • ALL DOORS AND DOOR FRAMES NOT USED. SEE DOOR SCHEDULE. DRAWING NUMBER 1 DRAWING NUMBER DRAWING NUMBER DWG 447-6 SAFCO PRODLCTS • NeN HOPE, MINNESOTA REORDER BY PART NUMBER 6553 -+FCO PRODUCTS • NEW HOPE. MINNESOTA l=l~DEP BY PART NUMBEA 6553 SAFco P~gwR'f.-Qin□PE, MINNESOTA FEDl'l:ER BY PART NUMBE9 6553 ~ -POSl'l'IONEIIGEOF"'INTONTHISUNe----POSITIONEOllEOFfftlnONlHISUNE-_--.------------POSfTIONalGEtJFl'f.l~~THISUNE--,,-_ ---:----_,,,,,,_,,., - FINISH SCHEDULE: WALLS ROOM ROOM NAME FLOOR BASE NORTH EAST MATL FIN MATL FIN SOUTH WEST MATL FIN MATL FIN WAINSCOT MA3/ / FIN HT CEILING MATL FIN FINISH REMARKS A1DD MULTI-PURPOSE CPT-1 RB-1 GB P,-1 GB PF-1' GB PF-1 GB PF-1 --WD-2 Sl-1 1,4,5,6 A101 STORAGE SHT-1 RB-1 M-1 PF-6 GB P,-1' GB P,-1 M-1 PF-6 --EXP -4,5,6 A102 MEN'S RESTROOM CT-1 CT-2 CT-2 FF CT-2 FF CT-2 fF CT-2 FF --GB PF-2 1,2,4,5,6 A103 WOMEN'S RESTROOM CT-1 CT-2 CT-2 FF CT-2 fF CT-2 FF CT-2 fF --GB PF-2 1,2,4,5,6 A104 STORAGE SHT-1 RB-1 GB PF-1 GB PF-1: GB PF-1 GB PF-1 - -GB PF-2 4,5,6 A105 CLOSET SHT-1 RB-1 GB PF-1 GB PF-1: GB PF-1 GB PF-1 --GB PF-2 4,5,6 A1D6 HALLWAY SHT-1 RB-2 GB PF-2 GB PF-2; GB PF-2 GB PF-2 --ACP-1 fF 1,4,5,6 A107 MEETING ROOM SHT-1 RB-1 GB PF-1 GB PF-1: GB PF-1 GB PF-1 --ACP-1 FF 1,4,5,6 A108 STORAGE SHT-1 RB-1 GB PF-1 GB PF-1' GB PF-1 GB PF-1 - -EXP. -4,5,6 A109 AUDIO VISUAL SHT-1 RB-1 GB P,-1 GB P,-1: GB PF-1 GB PF-1 --EXP. -4,5,6 A110 I.OS. SHT-1 RB-1 GB PF-1 GB P,-1: GB PF-1 GB H-1 --EXP. -4,5,6 A111 WARMING KlTCHEN Q-1 0-1 GBMR FRP GBMR FRP GBMR FRP GBMR FRP - -ACP-FF 1,4 l------+----------+------1----1----+---+---+---+,+---+---+---+---+---+---+---1------1-------1 A112 CORRlDOR SHT-1 RB-2 GB P,-2 GB PF-2· GB PF-2 -- --ACP-FF 4,5,6 A113 MEN'S RESTROOM CT-1 CT-2 CT-2 FF CT-2 fF CT-2 FF CT-2 FF - -GB PF-2 1,2,4,5,6 A114 WOMEN'S RESTROOM CT-1 CT-2 CT-2 FF CT-2 FF CT-2 FF CT-2 FF --GB P,-2 1,2,4,5,6 A115 JANrroR SHT-1 SHT-1 GB P,-2 GB PF-2 M-1 PF-6 GB P,-2 CT-2 4'-0" GB P,-2 4,5,6 A116 ELECTRICAL C-1 RB-1 GB---U-l -,~ M-1 ff M-1 fF M-1 FF - -EXP -4 A117 STORAGE SHT-1 RB-1 GB PF-2 GB PF-2 GB PF-2 GB PF-2 --EXP 4,5,6 1,4,5,6 A118 ACTMIY ROOM W-1 WD-3 GB PF-1 GB PF-11 GB PF-1 GB PF-1 - -GB PF-1 <-------L-----------L-----'·----jl-----,f-----l-----,f-----Hf---jf---jf----cl---f-----jf-----1---+---+-------I A119 LOBBY SHT-1 RB-2 GB PF-2 GB PF-2 GB P,-2 GB PF-2 - -ACP-FF 1,4,5,6 A120 RECEPTION SHT-1 RB-2 ----GB PF-1 ----GB P,-1 1,4,5,6 A121 OFFICE/ COPY ROOM CPT-1 RB-1 GB PF-1 GB PF-11 GB PF-1 GB PF-1 --ACP-1 FF 1,4,5,6 A122 SUPERVISOR CPT-1 RB-1 GB PF-1 GB PF-11 GB PF-1 GB Pf-1 ACP-1 FF 1,4,5,6 A123 OFFICE CPT-1 RB-1 GB PF-1 GB PF-1 GB PF-1 GB Pf-1 ACP-1 FF 1,4,5,6 A124 STORAGE SHT-1 RB-1 CB PF-1 GB PF-j CB PF-1 GB PF-1 EXP -4,5,6 A125 TOILET CT-1 CT-2 CT-2 FF CT-2 FF CT-2 FF CT-2 FF GB PF-2 1,2,4,5,6 A126 STORAGE SHT-1 RB-1 GB PF-1 GB PF-I GB PF-1 GB P,-6 EXP A127 SENIOR FAMILY ROOM CPT-1 RB-1 GB PF-1 GB PF-GB PF-1 GB P,-1 GB PF-1 1,4,5,6 A128 FIRE SPRINKLER RISER C-1 -M-1 FF M-1 fF M-1 ff M-1 FF EXP 4 A129 CORRlDOR SHT-1 RB-2 GB P,-2 - -GB PF-2 GB PF-2 ACP-1 FF 4,5,6 A130 VESTIBULE #1 SHT-1 RB-2 GB PF-2 --GB Pf-2 GB PF-2 ACP-1 FF 1,4,5,6 A131 VESTIBULE #2 SHT-1 RB-2 GB P,-2 GB PF-~ GB PF-2 GB PF-2 ACP-FF 1,4,5,6 DOOR DOOR SIZE TYPE MATL CORE FIN A100A 7'-8" X 7'-10" PR. H GS IC A1008 7'-8" X 7'-10" PR. H GS IC PFX-1 AIOOC 7'-B" X 7'-10" PR. H GS IC PFX-1 AIOOD 3'-0" X 7'-0" A WO SC P,-8 A100E 3'-0" X 7'-o• A WD SC PF-8 AIOOF 6'-0" X 7'-0" PR B WO SC PF-8 A100G 7'-8" X 7'-10" PR. H WO SC PF-8 A100H 7'-8" X 7'-10" PR. H WO SC PF-8 A100J 7'-8" X 7'-10" PR. H WD SC PF-8 A101 6'-0" X 7'-0" PR B WD SC Pr-8 A102 3'-0" X 7'-o• A WD SC PF-8 A103 3'-0" X 7'-0" A WD SC P,-8 A104 J' -o· x 1' -o· A WD SC PF-8 A105 NOT USED A106A 7'-e• X 7'-10" PR. B GS IC PFX-1 A106B 6' -o· X 7' -o· PR B WD SC PF-8 A107A 7'-8" X 7'-10" PR. H GS IC PfX-1 A107B 3• -o· x 1· -o· A WD SC PF-8 A107C 6' -o· X 7' -o· PR B WD SC Pf-8 A107D 3' -o· x ,. -o· A GS IC PFX-1 A107E 33'-0" X 9'-0" K " FF A107F 7'-8" X 7'-10" PR. H cs IC PFX-1 A108 6' -o· X 7' -o· PR. B WD SC Pf-8 A109 J' -o• x 7' -o· A WO SC Pf-8 A110 3' -0 .. X 7' -o• A WD SC PF-8 A111A 6' -o· X 7' -o· PR. B WO SC Pf-8 A11 IB 3' -ctr x 7' -o• A WO SC PF-8 A111C J' -o· x 7' -o· A GS IC PFX-1 A111D 3' -0" X 7' -o• A WO SC Pf-8 A112 6' -o• X 7' -0" PR. B GS IC PFX-1 A113 A WD SC P,-B A114 3• -o· x 1· -o" A WO SC P,-B A115 3• -o· x 7• -o· A WO SC P,-8 A116 6' -o· X 7' -o· PR E GS IC PFX-1 A117 5' -o• X 7' -0" PR. e WO SC PF-8 A118A 7'-8" X 7'-10" PR. B WO SC PF-8 A11BB 7'-8" X 7'-10" PR. H GS IC PFX-1 A11BC 7'-8" X 7'-10" PR. H GS IC PFX-1 A119A 7'-8" X 7'-10" PR. H GS IC PFX-1 A119B 7'-8" X 7'-10" PR. H GS IC PFX-1 A119C 7'-8" X 7'-10" PR. H GS IC PFX-1 A120 NOT USED A121A 3' -o" x 7' -o" A WO SC Pf-B A121B 3' -0" X 7' -0" A WD SC PF-8 A122 3' -0" X 7' -0" F WD SC PF-B A123 3' -0" X 71 -0" A WO SC PF-B A124 3'-0" X 7'-0" A WD SC PF-8 A125 3' -0" X 7' -0" A WO SC A126 3' -0" X 7' -0" A WD SC PF-8 A127A 6'-0" X 7'-0" PR. B WO SC PF-B A127B 7'-8" X 7'-10• PR. H GS IC PFX-1 A128 3'-0" X 7'-0" A GS IC PFX-1 A129 3'-0" X 7'-10" A GS IC PFX-1 · · A130 NOT USED A131A B'-6" X 7'-0" J WD SC Pf-8 A131B 8'-6" X 7'-0" J WO SC PF-8 DOOR SCHEdULE FRAME GLASS TYPE MATL GL-2 2 HM GL-2 2 HM GL-2 2 HM , HM , HM 2 HM GL-2 2 HM GL-2 2 HM GL-2 2 HM 2 HM , HM 1 HM , HM HM 2 HM 2 HM 1 HM 2 HM 1 HM 2 HM 2 HM 1 HM 1 HM 2 HM 1 HM 1 HM 1 HM 1 HM HM 1 HM 1 HM 2 HM 2 HM 2 HM GL-2 2 HM GL-2 HM GL-2 2 HM GL-2 2 HM GL-2 2 HM -- 1 HM 1 HM 1 HM 1 HM 1 HM 1 HM , HM 2 HM GL-2 2 HM 1 HM 1 HM HM 2 HM IN PFX-1 ·, PFX-1 PF-4 ·, F'F-4 P,-4 ·, P,-4 Pf-4 PF-4 ·, ~FX-1 l'FX-4 PFX-1 ·, erx-4 "! ~FX-1 ~FX-1 P,-4 ·, PF-4 ·, ~FX-1 ~FX-1 PF-4 P,-4 ·, P,X-1 ~FX-1 PFX-1 PFX-1 ·, P,x-1 P,-4 P,-4 /1,-4 ·, 11F-4 -, erx-1 ~FX-1 F',-4 ·, F',-4 OPNG LABEL DETAILS HEAD JAMB JAMB THRESH TRANSOM REMARKS 3/A6.2 4/A6.2 4/A6.2 3/A6. 1 -1,2,8,9 3/A6.2 4/A6.2 4/A6.2 3/A6. 1 -1,2,8,9 3/A6.2 4/A6.2 4/A6.2 3/A6.1 . 1,2,8,9 60 MIN. 16/A6.1 8/A6.1 8/A6.1 3/A6.1 -1,2,8,12 60 MIN. 16/A6.1 8/A6.1 8/A6.1 3/AS.1 -1,12 -~--1-----+----+----+----+-------1 60 MIN. 16/A6.1 8/A6.1 8/A6.1 3/A6.1 -1,8,10,12 60 MIN. 2/AB.1 1/A6.1 1/A6.1 3/A6.1 -1,8,12 60 M.IN. 2/A6.1 1/A6.1 1/A6.1 3/A6.1 -1,8,12 pg 1.(1~, 2/A6.1 1/A6. 1 1/A6. 1 3/A6. 1 -1,8, 12 ~o·,.tilN. 12/A6.1 8/A6.1 SIM. 8/A6.1 SIM. 3/A6.1 -1,12 4/A6.1 4/A6. 1 4/A6.1 ---1 4/A6.1 4/A6.1 4/A6.1 ---1 2/A6.1 1/A6. 1 1/AB. 1 ---1 9/A6. 1 10/AS.1 10/AS.1 3/AB.1 1,2,8,9 2/A6.1 1/A6. 1 1/A6. 1 1,2,8,9 9/A6. 1 10/AS.1 10/A6.1 3/A6.1 1,2,8 12/A6. 1 8/A6. 1 SIM. 8/A6.1 SIM. 1 12/A6. 1 8/A6.1 SIM. 8/A6.1 SIM. 1 9/A6.1 10/A6.1 10/A6.1 3/A6.1 1,8 11/A4.0 10/A6.2 9/A6. 1 10/A6.1 10/A6.1 3/A6.1 1,2,8 2/A6.1 1/A6.1 1/A6.1 1 2/A6.1 1/AB.1 1/A6.1 1 14/A6.1 15/A6.1 15/A6.1 1 12/A6. 1 14/A6.1 14/AB.1 3/A6.1 1 2/A6.1 1/A6.1 1/A6.1 3/A6.1 , 9/A6.1 10/A6.1 10/A6.1 3/A6.1 1,2 2/A6.1 1/A6.1 1/A6.1 3/A6.1 , 9/A6.1 10/A6.1 10/A6.1 3/A6.1 1,2,8,9 4/A6.1 4/A6.1 4/A6.1 , 4/A6.1 4/A6.1 4/A6.1 , 2/A6.1 1/A6.1 1/A6.1 7/A6.1 1 9/A6.1 10/A6. 1 10/A6.1 3/A6.1 1,2 12/A6.1 15/A6.1 15/A6.1 , 2/A6.1 t/A6.1 1/A6.1 7/A6. 1 1..2,8 9/AB.1 13/A6.1 13/AS.1 3/A6.1 1,2,B 9/A6.1 13/A6.1 13/A6.1 3/A6.1 1,2,8 1/A6.2 2/AB.2 2/A6.2 3/A6.1 1,2,B 1/A6.2 2/A6.2 2/A6.2 3/A6.1 1,2,8 1/A6.2 2/A6.2 2/A6.2 3/A6.1 1..2,B 2/A6. 1 1/A6.1 1/A6.1 1 2/A6.1 1/A6.1 1/A6.1 , 2/A6. 1 1/A6. 1 1/A6.1 1 2/A6.1 1/A6.1 1/A6.1 , 2/AS.1 1/A6. 1 1/A6.1 , 4/AS.1 4/A6.1 4/A6.1 , 2/AS.1 t/A6.1 8/A6.1 SIM. , 2/A6.1 1/AB.1 1/A6.1 1,2.8 9/A6.1 B/A6.2 8/A6.2 3/A6.1 1,2,8,9 9/A6.1 10/A6.1 10/A6.1 3/AB.1 1.2 9/A6.1 10/A6.1 10/A6.1 3/A6.1 1,2,8,9 2/A6.1 SIM. 1/AS.1 SIM. 1/A6.1 SIM. , 2/A6.1 SIM. 1/AS.1 SIM. 1/A6.1 SIM. 1 MATERIALS / FINISHES KEY ACP-1 ACP-2 ACP-3 C-1 CSU CPT-1 CS-1 CT-1 CT-2 EXP FF FRP GB GBMR GBMRX GBX PF-1 PF-2 PF-3 P,-4 PF-5 PF-6 PF-7 PF-8 ST-1 WD-1 PFX-1 PFX-2 PFX-3 2' x 2' FISSURED WITH NEW GRID -09511 2' x 2' TILE WITH WOOD & NEW GRID SYSTEM -09511 2' x 4' TILE W/ WASHABLE SURFACE & NEW GRID -01511 NEW CONCRETE FLOOR CEMENTITIOUS BACKER UNIT -09220 CARPET -09680 CONCRETE SEALER -CLEAR -03310 CERAMIC TILE -FLOOR -09310 CER\MIC TILE -WALL -093 I 0 EXPOSED STRUCTURE FACTORY FINISH FIBERGLASS REINFORCED PLASTIC GYPSUM BOARD -5/8" -09260 MOISTURE RESISTANT GYPSUM BOARD -09260 fjl§~~"!_Ei~i:ruRE RESISTANT GYPSUM FIRE RATED GYPSUM BOARD -09260 PAINT FINISH -INTERIOR, GYPSUM BOARD, STD. LOW SHEEN, EGG SHELL -09900 PAINT FINISH -INTERIOR, GYPSUM BOARD, SID. SEMI-GLOSS, ENAMEL -09900 PAINT FINlSH -INTERIOR INTERIOR GALV. HOLLOW METAL DOOR FRAMES/HOLLOW METAL DOORS/HOLLOW METAL WINDOW FRAMES, SEMI GLOSS ENAMEL -09900 PAINT FINISH -INTERIOR,}NTERIOR HOLLOW METAL DOOR FRAM!:S/HOLLOW METAL wORS/HOLLOW METAL WlNOOW FRAMES, SEMI-GLOSS ENAMEL -09900 PAlNT FINISH -INTERIOR, MASONRY, SATIN FINlSH -09900 PAlNT FINISH -INTERIOR, MASONRY, EGGSHELL ENAMEL FINISH -09900 PAINT FINISH -PLASTER WALL & CEILINGS, SATIN FINISH -09900 WOOO FINISH -OPAQUE -SEMI-GLOSS FINISH -09900 WOOD FINISH -SEMI-TRANSPARENT STAIN FINISH -09900 WOOD FLOOR -FLAT FINISH -09900 EXTERIOR PAINT FINISH -GALV. HOLLOW METAL DOOR FRAMES/HOLLOW METAL DOORS/HOLLOW METAL WINDOW FRAMES, FLASHINGS -SEMI-GLOSS -09900 EXTERIOR PAINT FINISH -PRIM(D HOLLOW METAL DOOR FRAMES/HOLLOW METAL DOORS/HOLLOW METAL WINDOW FRAMES, FLASHINGS -5EMI-GLOSS -09900 EXTERIOR PAINT FINISH -PLASTER WALL & SOFFIT SURFACES -FLAT FINISH -09900 PLAS-1 PLASTER -09220 M-1 MASONRY 0-1 QUARRY TILE -09310 RB-1 4• TOPSET COVED RUBBER -09650 RB-2 6" TOPSET COVED RUBBER -09650 SHT-1 SHEET FLOORING -0965D W-1 WOOD FLOORING -09644 W-2 WOOD CEILING W-3 WOOD BASE -09644 FINISH REMARKS KEY 1. SEE INTERIOR ELEVATION FOR PATTERN, LOCATION, ANO/OR HEIGHT OF FINISHES. 2. USE GLASS MESH MORTAR BOARD >S sm1NG BED WHERE CERAMIC TILE OCCURS AT WALL 3. SMOOTH FINISH AT CEIUNG 4. ALL FINlSHES SHALL COMPLY WITH C.B.C CHAPTERS 7 AND B AND WITH TITLE 19 C.C.R. 5. REFER TO ID SHEETS FOR FLOOR COVERING PATTERN, LAYOUT AND COLOR. 6. REFER TO ID SHEETS FOR CARPET TYi', BASE TYPE, PAINT COLOR, CERAMIC WALL TILE TYPE AND PATTERN AND CERAMlC BASE TILE TYPE. DOOR & WINDOW NOTES REFER TO FINlSH SCHEDULE NOTES FOR DOOR, DOOR FRAME AND WINDOW FRAME FINISHES GLASS TYPES CL-1 GL-2 GL-3 GL-4 GL-5 INSULATING GLASS -TYPE 1 INSULATING GLASS -TYPE 2 TEMPERED GLASS -TYPE 3 RATED GLASS -TYPE 4 SPECIALIZED GLASS (ARTIST GLASS} MATERIALS GS HM STL GALVANIZED STEEL HOLLOW METAL STEEL CORE TYPES SC SOLlD CORE WOOO IC INSULATED CORE REMARKS KEY 1. DOOR HARDWARE GROUPS LOCATED IN PROJECT MANUAL SEC. -08710 2. All Exrr DOORS SHALL BE DPENABLE FROM THE INSIDE wrrHOUT THE USE Of A KEY OR mY SPECIAL KNOWLEDGE OR EFFORT. 3. UNDERCUT DOOR -1/2" CLEAR 4. ROOM INDENTIFICATION SlGNAGE, ROOM 10 WITH SYMBOL OF ACCESSIBlLITY AT ALL BUILOlNG ENTRANCES, RS-1 -10440 5. ROOM INDENTIFICATION SIGNAGE, Exrr ID INCL. STAIRS, RS-2 -10440. 6. ROOM INDENTIFICATION SIGNAGE, TOILET ID, RS-3 -10440 7. PROVIDE SIGNAGE AT DOOR -"DOOR TO BE LOCKED IN THE OPEN POSITION DURING FOOD SERVICE HOURS 8. PANIC HARDWARE 9. DOOR AND DOOR FRAME TO BE PREPARED FOR BUILDING SECURITY. 10. PROVIDE DOOR ~OLD OPEN. 11. FIRELIGHT GLAZING IN 1 HR HM FRAME 12. CLOSER PROVIDED ARCHITECT PROJECT NTD 4119 Viewrfdge Irle., Sw'te 200 Son Diego, C.11 12123 Glendora e Son Diego e Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE DOOR/FINISH/WINDOW SCHED. NO. DATE REVISION COMMENTS DRAWN BY PROJECT NO. DB 2000-0247 CHECKED BY CATE RN IC) 12-09-03 DRAWING NO. 1/\ A1.5 SHEET lto DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER 8Y PART NUMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 8553 ---:-----------,n&1T1nN ~MF 111' P~IJfT OIHHrn l/NE--------------PIISITIONECGEOFPAIIITON,Tlll$L11E------------==,- . ' • . • • • --• • • 10.30 06.08 10.14 06.08 'b I ix, • i 10.37 INTERIOR ELEVATIONS - MEN'S RESTROOM -A 102 SCALE: 1/4" • 1'·0" • • "' i,!, 'b -I 'r< 10.35 TYP I INTERIOR ELEVATIONS - WOMEN'S RESTROOM -A 103 SCALE: 1/4" 1 1'-0" SCALE: 1/4" • 1'-0" 10.35 0 INTERIOR ELEVATIONS • WOMEN'S RESTROOM • A114 SCALE: 1/4" • 1'·0" 0 'b -is 'b I ix, 10.05 10.18 10.17 10.04 10.22 10.23 06.08 I I 0 10.35 I 0 • 0 -I ... 10.35 • 0 I .., • .. I .., 10.14 10.30 06.08 a. 3'-6" 0 • [TI 10.35 'b -I ... 10.35 TYP 10.39 10.30 06.08 10.14 TYP 06.08 IT] I IT] 5'-0" IT] 0 '"• . ·1~ : ~IB~ ,, ,. . "'f'· . ~:'.:~· ._· _;'.;£:i.,; i-' -. "''-. ••<"I-.. --;.rl:!.· ' Tfrl\; ~l .~ "! :: ,: :.•· , ....... l .• _, ~. ,., ,f '"'"!_ :.,t":.~:t:•? .:}·• 1:·~/..- ·: ",_ !_, .1 ir-rrPj: .;:!. .,:;ll ' ?' ;~•, -· .• E:15 IT] I El TYP 10.37 5•-0· INTERIOR ELEVATIONS • _TO_I_L_ET_-_A_1_25 ___________ .,._..,._,, _,, -------------®8. SCALE: V4" • 1'>0" 10.39 10.30 06.08 10.14 TYP 10.35 TYP DRAWING NUMBER SAFCO PF10DUCTS • NEW HOPE, MINNESOTA REORDER SY PART NUMBER 6553 -----ftlSITIIKEllllEOfPIIINTIIITHISLINE-- ' ' Q, • 3'-6" ·-1" 7 10.39 Q. 10.17 10.39 10.14 06.08 10.35 TYP 10.35 TYP 6 ----------- 4'-0" DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNEOOTA AECJ,OER BY PART NUMBER 8553 ---PQSITIOH~DGEOfPRINTONTHIS~E-_ - 10. 18 10.17 10.22 0-- " 10.10 10.11 DRAWING NUMBER SAFOJ PRODUCTS • NEW HOPE, MINt-ES□TA REORDER BY PART NUMBER 6553 -POSIT1GNEDGEOFP!IINTONTll3llNE--- 7 ' I I 1·-10 1·-0· -,1'-...:..::..,i<-+¾ 10.23 . I I 10.04 TYP 10.23 - I I ,._ • "' I ... • ., I in . •• 10 I . - • :r ~ " 3'-0" IS'-11" ·-------.. ----~ " ... I w ,0 (10.16 ,~ .. •·-s· --rr0 CLR. 0 10.22 10.39 10.39 10.22 10.23 • i: I I L _ _ _j ._, .. 5•-2· 3• -2" 3• -1 1/2" ·-s· r I • I I I ' I I I I I I ' I I ' f 1'-6" ' E • / r I ' 10.16 --------·--·----[l!Jl / / I 'b 10. I I 1'-6" \ "in \ \ \ ' I I I 'b 5 / ,:, <.> 3'-2" 3•-2· 3'-1 0 0 0 ENLARGE FLOOR PLAN • 3•-s· ' ' \ ~ I I I / _,, .3'-8" 1/2" 1'-6" I I D 10.10 10.11 D 4 A1.6 10.04 TYP. 10.17 TYP. 10.20 TYP. MEN & OMEN RESTROOMS • A102 & A103 SCALE: 1/4" :1 1'·0" cp 5'-9" I 2'-4" 9• -8" 1· -o" ( 10.17 )'lo-,l •" 10.1 '}- L 'lo I 10 . );; I . .,_ -----------.. , . ~ r----b -----' / _1 ;· ' / \ -' I • " .__ ::_ -9! · If \ ,i,fi -• ~ \, -I t,' Ii r, I ,-~ I I'--L/4 I ~ I Ir ' \ 'b ~ \ I I ' \.{ 10.19 > -I: I // ' .... / .... .... .,, "'<10.16) ="" .... __ .. )✓~ --'-~ ) • ~--E ..,.. -Ir-4'-9'" ,...~ J .,_ ._2·-;;.. 'b /'-CLR. • . --o • e"\. s , -'-' 7 " , A1.6 / .,. ~--~ ,-'r< D'y, B r~ ..,.. ~ '!' J -~-'lo • -.,_ "'7 0 .. ·' . I -- B B 1 - -///////////Y/////// /, '/// // '~-/ / / / / / _/\/ / / / / / / / / J // . " " '' ' ' I I ' I I '\. ~10.39> ' I ' ' ' ' I ' '10.39) ~10.05) 10.38 10.17) ' ' ENLARGED FLOOR PLAN • -MEN & WOMEN RESTROOMS • A113 & A 114 2 SCALE: 1/4" • 1'·0" ... , B - " / .... _ -4--,--a . ENLARGEb FLOOR PLAN • TOILET -I A 125 . '3' -S~CA_L_E_:1~~-.. -,~1 1•-.o••------------------~\.::_J DRAWING NUMBER DWG 447-6 SAFCO PRu~lrs-Of tQ-iPE, MINNESOTA AEOACM:R BY PART NUMBER 6553 --PIJ_S[TII~ EllllE O_F l'fllNT 1!M T~IS UNI:--:"."":":: _ ~ _ - ·KEYNOTES {06.08) CAST PLASTIC SURFACING -06615 @:ID SOLID PLASTIC TOILET PARTmON -10172 {10.05) SOLID PLASTIC URINAL SCREEN -10172 @) FIRE EXTINGUISHER -FE-1 • 10522 QfilI} FIRE EXTINGUISHER CABINET FEC-1 -10522 @ID SOAP DISPENSER SD-1 -10800 ~ WASTE RECEPTACLE WR-1 -10800 (!Q}D TOILET PAPER HOLDER TPH-1 -10800 ~ SEAT COVER DISPENSER SCD-1 :: 10800 @D SANITARY PRODUCTS DISPENSER SPD-1 -10B00 { 10.20) SANITARY PROOUCTS WASTE RECEPTACLE SPW-1 -10800 {10.22) GRAB BAR GB-1 -10800 @ID GRAB BAR GB-2 -10800 ( 10.30) MIRROR M-1 -10800 ( 10.35) TRAP/WATER PIPE WRAP -10800 (10.37) TOILET PAPER HOLDER TPH-2 -10B00 ( 10.38) SANITARY PRODUCTS WASTE RECEPTACLE SPW-2 -10800 (10.39) BABY CHANGING STATION -10800 NOTE: REFERENCE DETAIL 3/"5.1 FOR FIXTURE AND ACCESSORY MOUNTING HEICHT. ARCHITECT NTD A R C H T E C T S 4719 Viewridge lile., Sulle 200 S.n Diego, C.\ 12123 Gleodoro • Son Diego • Aubum SEAL [t'""A'.'R?: ~ ,_ ,.,,,.,.,, . ,, Q:-CA.\.~ "'"'""''""",\ PROJECT CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE RESTROOMS ENL. FLR. PLANS/INTR ELEV. NO. DATE REVISION COMMENTS /j. DRAWN BY PROJECT NO . OB 2000-0247 CHECKED BY DA;E . RN 12-09-03 /j. DRAWING NO. A1.6 /j. SHEET ( # or/()~# DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REDROER BY PART NUMBER 6553 DRAWING NUMBER DRAWING NUMBER SAFCO PRDDLJCTE • NE\IV HOPE, MINNESOTA AE□RDEl'l BY PART NUMBER 6553 --------~,OSITIONEIIEEIFPRl!f!(IMTHISLINE-------------POSITIONEllGEDFl'lll~ONTHISLlfll'-----___,_ _..,,,. ---- SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PARr NUMBER 8553 • 0 -:t! ·- b -I "' - ~ -------~ - I 12.oa , m TYP. OF 3 16.08 ------ I 20•-4" 09.23 10.10 10.11 , ' , / I "' ' I • 0 I ;.. - '-4" ' "' ' I , / , MUL Tl-PURPOSE ROOM -A 100 SCALE: 1/4" • f.o• , ' , / "' ' I TYP. OF 3 ----~--- I I I I I L ____ _ 15.02 12.08 16.08 12.08 TYP. OF 7 , ' / "' , ' I I ' , "' / ' , I 16.10 TYP. - - --- , ' / "' ,, I' • ~ 0 I "' ' , "' / ' , ~ I I I I I _______ J 12·-o· 16.10 TYP. ' , ' / "' , I I ' "' / ' , 16.10 , / , ' '-4" ' , I ' - - -jEXITII - , / , I ' "' ' ' "' ' I , / , (Q[®TYP @ID ffi®TYP @ID I 15 A5.1 12.08 12.08 , ' , / , ' , "' / ' , ' I I -JEXITII - - - , ' / "' ' I I , "' / ' , ~b 0.. I 'b 1/1 ;.. ~ -_, -§ 0 w .,, 12·-o· I 12.08 I ~TYP 4 ~-- b I I ;.. - , ' / "' , ' "' / ' , / 12·-o· 15 .1 09.23 ' , DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REOR[l:R BY PART NUMBER 6553 1'-6" 1·-s (Q[®1YP @ID 10.10 10.11 f3 ~ b I • 1/1 ;, 0 I -;.. § -0 w .,, 16.10 TYP. 1 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 8553 12.oa I I I I I 1 DRAWING NUMBER DWG 447•6 SAFOO PROO~§ -9f ~~I:. MINl'ESOTA IIIEDRCER BY PART NUMBER 8553 KEYNOTES @ID SEE ROOM FINISH SCHEDULE FOR FINISH INFORMATION (Efil} WOOD RAFTER -06112 ( 06.02) WOOD BEAM -06112 (09.23) ACOUSTICAL WALL PA.~EL -09840 (09.24) GYP. BOARD -09260 {lQ;ID FIRE EXTINGUISHER -FE-1 -10522 (iQJD FIRE EXTINGUISHER CABINET FEC-1 -10522 (lTID PROJECTION SCREEN -11130 ( 12.03} NOT USED ( 12.08} MOTORIZED SHADE SCREEN -12490 ( 15.02} LINEAR DIFFUSER ( 16.08) HIGH LEVEL EXIT SIGN @ID LICHT FIXTURE ARCHITECT PROJECT NTD T E C T S 4719 Viewridge Ave., Suae 200 San Diego, CA 92123 Gler.dora e Soll Diego e Aubllm I t'"'\<--:.1 • ,,,_,'<: :'.--"-"':::r§'-, '""''"'~\•~· CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK . ORAWJNG TITLE COMMUNITY CENTER BUILDING INTERIOR ELEVATIONS NO. DATE REVISION COMMENTS DRAWN BY PROJECT NO. DB 2000-0247 CHECKED BY DATE RN @ 12-09-03 DRAWING NO. A1.7 SHEET \i Of' It>~ . . 'b I b - 'b I b - • 0, I ,., - DRAWING NUMBER SAFCCI PRCOUCTS • NEW HOPE, MINNESOTA RE□l=IDER BY PAAT NUMBfR 6553 06.06} DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBfR 6553 ----i'l!Srt'!!l1l!llfl~!lf~l!f"91'1Till~•JIIE--- ~ __________ -,l'-:,-c:-3•--=-oc:-:· *=J:-c' -=o·::-olf=J=-' -=o·c::-li/-t:, /7 ~--=o:c:· -,r- 0 _____ J ! __ ~ WIC 302 WIC 302 WIC 3,: IWiC 302 , ' , / (09.24) , " A 1 lYP. 1/ ~ ' \ ' ' ., ' \ ' >/' ' , / , /'--/,1/1'../"- "" / "' / 'y / "-._ ✓ I / " / ........... / ........... / ' "-... / "-... / i'-.. / ",I/ \_,, 06.23 < 06.22 J 3' -o" J' -o" 3' -o· 3• -o" WIC 222 WIC 222 WIC 222 WIC 222 - -r 09.24 lYP. DRAWING NUMBER SAFCO PRODUCTS • NE\N HOPE, MINNESOTA REORDEF1 BY PART NUMEJER 855:l --,-:isr11J~~~l)f!'P.l!!"llllrM~UM;- ,I • -·---r , 09.24 / , lYP. / DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FEORDER BY PART NUMBER 6553 DRAWING NUMBER SAfCO PRODUGIB • NEW HOPE. MINNEScrTA REORDER BY PART NUMBER 6553 --P9YTmll!M'::'!!'~!~Qf!TJ0~LI!!~------r-----!"'.!!-t'I'!!!"~~!'!!!IM'~Tfl'!-'.I'!"-- ~ lYP. - [D I I J'-0" L: J'-Q" I J'-0" J'-O"i L WIC 302 :w1c 302 I WIC 302/ WIC 30~ 1/"-V~1/""-/"h f"-/ 1". / "" / "" /, : (06.07};, . ., I/ , ,'.?'-" 7 ·"' r '" I'-, / "-... ,.< -........ / '-..I / 3'-0" 3'-0" ' < 06.26 / ( 15.07 ~ 06.23 3'-0" 3'-0" WIC 222 WIC 222 WJC 222 WIC 222 I • ., . IN N _I -V r-(09.24 I -lYP. , / --- , ' DRAWING NUMBER DWG 447-6 SAFOJ PR~i.Pt 4i~uPE. MM6CITA F!EOOOER BY PART NUMBER 6'553 --~~~~'l!'!'!'~ll!T!l!!"!!!!~t~-- KEYNOTES -. r ( 06.06 ) PLASTIC LAMINATE CUSTOM CASEWORK -TYPE 1 -064 \ 0 (06.07) PLASTIC LAMINATE COUNTERTOP -lYPE 1 -06410 @:2) FIXED SHELF @ll) KNEE SPACE ~ UPPER CABINET ( 06.23) LOWER CABINET (06.26) SPLASH -4" -06410 @JD GLASS MIRRORS -0B620 (09.08) CERAMIC TILE CT-1 -09310 {EID NATURAL STONE TILE NST-3-09320 (09.24) GYP. BOARD -09260 00) OPERABLE PANEL PARTITION -10651 (ITQI} PROJECTION SCREEN -11130 @QD BALLET BAR MEETING ROOM • A107 ~~~~----------------------------------------------t----------\1 .. ( 12.03) NOT USED @ID MOTORIZED SHADE SCREEN -12490 ( 15.05) DRINKING FOUNTAIN SCALE: 1/4" • 1'-0" I ' , ' / "'--09.24 , ' < ' lYP. I ' , "'-/ ', , I IT] MEETING ROOM • A107 (CONT.) SCALE: 1/4" • 1'-0" EQUAL • i -• "' I i-- ' I ACTIVITY ROOM -A118 SCALE: 1/4" • 1'-0" ( 16.08 I r------~---~ ,' ' / /'I \ "' '\ I , \ / ' , ' / IT] ACTIVITY ROOM -A 118 SCALE: 1/4" • 1'-0" /10.12} ( I I I I "' I "'-I ' I ' I / I , I / I , / / rl09.24J nP. 6 ro.' SPACES c Jo' -o· ' I , 13 I A4.3 I 16.08} r------~---~ , , ' / /'I \ "' ', I , \ / ' , " / r-----./- ~ EQUAL ' I 09.24 I lYP. / " 12.0B} - -, ' 1 I .... .... / , ' "'- ; " , ' ' / ' , •., I b, "'- / r I ,,..--... , 12 1 A4.3 lYP. __, ~---------------------------------- 09.24 ~ ' , TYP. - R1' I R1' -R1',4-::11-_tf\ , -~H--+-+~•~H--+-+~ ~-1--1--1--•-1 . ' -' LI. --f--'b 'b I I ;... v' ., ,~ r ~ ,n • I ' I N L 15.05 (06.21}-/ •09.15~ <09.15- 16.14}-/ - {09.15>- i ~r.0;;;6-;;,.21:--) i \_/ os.19"\...-J I ,/ '\ I ' I / "'-' ' ' -' ,...,_ ' / , "'-/ ', , ' / ~ ' CORRIDOR -A 112 1 ' 2 ,.;;..;:;..:.:..;.:..:..:;;_;:;_;_;,_~~---------'--------1, I SCALE: 1/4" • 1'-0" ~ '- \ I ~--~,-ALIGN TOP or MIRROR W/ TOP OF DOOR FRAME \ I - 09.24 TYP. 6 EQ. SPACES ~ Jo' -o· (11.05}- I 4 ... .. I / , / 'b , I V 09.24 ., " lYP. ' "'-' ' JANITOR -A 115 SCALE: 1/4" , 1'-0" 5'-2" \ I 09.24 lYP. [D 09.24 lYP, L 2'-B" _,,-@[) J L,----< 12.0B ;-----------------/--, r---------7---------...., I I [D I I 09.24 lYP • 09.08 • "-..1s.09J !"-,:;.--------, I 09.24 lYP. 31 , ' 4 - ( 15.07) SINK (j®MO~ SINK @ID HIGH LEVEL EXIT SIGN (!@ PUBLIC lELEPHONE ARCHITECT NTD ARClll'ii'Ell:TS 4719 Viewridge Ave., Suite 200 Son Diego, CA 92123 Glendora • San Diego • Auburn PROJECT CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING INTERIOR ELEVATIONS NO. DATE REVISION COMMENTS 1/\ CRAWN BY PROJECT NO. DB 2000-0247 CHECKED BY DATE I/ RN © 12-09-03 ORAWING NO. -- A 1. 8 SHEET lq or l l> ~ L_ _______________ __:_ _______________________ ~--------------~----------------t----~--------------~c=~=-==;:-=====;;;;';!.:.;;~~=~~;;J .. ' , • . ' ., ' , ' , ' ,, " • J "' DRAWING NUMBER SAFCO PROIJUCTS • NEW HCPE, M!NNEOOTA AEOP:DER SY PART Nl..livmER 6553 DRAWING NUMBER DRAWING NUMBER SAFCO PRODUCTS • NEW HrFE, M!NNE50TA AEOFIDEA BY PART NUMBER 6553 DRAWING NUMBER S,!1,FOJ PRODUCTS • tEW HOPE, MINNESOTA REORIJER BY PA ITT NUM8Efl 6553 DRAWING NUMBER DRAWING NUMBER DWG 447·6 SAF¢J PR02~ -O_f ilJ>iPE, MINNESOTA lltl)AOER SY PARr NUMBER 6553 --,ti;i'l'lil".l'El'l;\l'il'l'l'l;~-~':'liil;'.~ - - SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIEOROER BY PART NUMEIEfl 6553 --!"!$'1'~ el'!';~ !'!!!!ITO!!'!l!!!! U!lr---' -1 I ........--Pll!IITIONBlllEIIFPII.INTIIITIIISutaa-----.....-.,,,,, -1 --1'DIIITIONmllEOFPHINTlllll'lti5Ulll'-- __rFCO PRODUCTS • NEW HOPE, MINNESOTA REOADER BY PART NUMBER 6553 --__,,_,__ -~ ---, --l'OSITlllNEDS!taFfRINTIIITlll:lllME-----=-----J. --,--, ---j Pll:SIJlllflRl&tOFPIINTIIUIISl.lltt-- I,.---------.------------~------------------------------------------------------- _j ----------t-----~--,c-~-------~---~------------~----------~ I I LOBBY -A119 SCALE: 1/4" • 1'·0" '--<09.24 I I TYP. LOBBY • A119 (CONT.) SCALE: 1/4" • 1'-0" 09.24 TYP. I ' ' t~ , ' / 'I 1/ ' "' '/ ,, ' / / r09.24 , TYP. / .~ ~ -I , I / I • I 0 ' I "' I 1n ' I ' . 09.24 ' TYP. ', .~ -' I I ~ I I ·- 00 , • / • U> /, I 0 I I i,, i,, " I[] , ' / ,, ,, ' "' / ' / r 09.24 TYP. ' ' "" ' / ' •~1---------1 I I I I I I'\. ' "" I'' / , / , / ' I ml i' ' ' I / ,, ' "' ' / / , "~ t:::===::;:::===±1=:l.lt./ __ _Jj;~:::J A • "' I ,,, • 16 ,,.-;'\ '{4~' J.3) 3'-o" 3'-o" '-r:r-o" WIG 301 WIC 302 WIG 302 3'-0" / I' / 1, , ' , ' / "" / "" I/' I I'' 4 ~ / ' , /, I I'' . ,. ', / , "" / "" / ' , ' , ' / " / ~· I / i' ' ' ,, • • le / "' I ll 0 I I I i,, , ' i,, / ' / ' ' ' / "' / ' , ' / • CD I / \ 1 -9 I I ,,, / -, / I - / 'b ', I I 00 ,· .. 1 -~ 06.19) I 'b I I/' I , I/ 0 I , I • I 0 , I / I 1n I I ;.. I" I ' I \ I I\ " 7 ' "' "' "o -I ' •• " . / , ' ' ae-L-!-------1 I (06.06 TYP. ---1----L--- ---L---L-----...,__ --- ---L---L...-- - L---1------ / I , / , l'====eJr ______ t __ _ 09.24 TYP • I ' I "' I ', 09.24 TYP. ---------7 I \ , ' / "' I/' ', I" / ' , "' / ' , CD c___J I I 'b I 09.24 i,, TYP.I . 0 \ -~ 09.24 TYP. -------------11 I I I I ~ I I I I I I I I I I I I I I 09.24 TYP. "-l===t=±+====~~====l.--1:==l±====::::l==t==::::J \ I OFFICE / COPY ROOM • A 121 SCALE: 1/4" • '·0" ~ I 1t-' 09,24 TYP. -r .,. 2) [Z] KEYNOTES ~ SEE FLOOR PLANS FOR DOOR NUMBERS (06.06) PLASTIC LAMINATE CUSTOM CASEWORK -TYPE 1 -06410 (06.07) PLASTIC LAMINATE COUNTERTOP -TYPE 1 -06410 @JD FIXED SHELr ( 06.22) UPPER CABINET ( 06.23) LOWER CABINET (06.26) SPLASH -4" -06410 (Q[1D NATURAL STONE TILE NST-3-09320 (09.24) CYP. BOARD -09260 (TIID SAFE -11030 {g]D MOTORIZED SHADE SCREEN -12490 @ID HIGH 1.£1/EL EXIT SIGN @ID PUBLIC TELEPHONE ,' a~l:::::====l:=ll,:'.,__..JJ::==±:t=I;===~ - , ' ' / "' ' 0 .._ 3'-0" ( 16.14 WI 201 WIC 222 WIC 222 WIC 222 WIC 222 c 09.15 0 --OFFICE / COPY ROOM • A121 SCALE: 1/4" • 1'-0" , 31 SENIOR FAMILY ROOM • A127 .......;...;.;.;;.;.;....;;....;__ .............. .,..___,.;;..;;..;.;;;;;...;__ _________________________ ~~--ht::'------------;.4 I SCALE: 1/4" • 1'-0" f 8 '\ ~ • ----~-12.os~ ·-f------------------------=-:=:._-c:._-;~+----~-------------t ----./ / .--------~------/4-------/---. r---------, ~--------, 09.24 I I I I -' 09.14 [I] 12.08) ;--------------: ---------------, I I I , I ,,,I I' 1/ ' \ I I • I 09.24 \i,1. ·, -~ "' -~ l::::::::::5:=::=:ill:±:f L 1s.os, m SENIOR FAMILY ROOM • A127 (CONT.) ~ ...,;;..~.......;;...;;.;.;.~~--------....;...;...,;;..;;.;;..;;.;;.a_ ___________________________________________ ----f' 4 SCALE: 1/4" • 1'-0" ,. , - 'b -I "' .. \A4.3/ A4,0/ 31 -a'}-...-' 3• -o'" 3'-,.. 3' -o" 3•-0· WIC 302 WIC 302 WIC 02 WIC 302 WIC 302 WIC 302 /'06.26> _,r 06,07 I / _,r 06.23 I / , 06.06 > ,<09.24 / TYP •. 06.22) 06.06) {09.24}- TYP. - I PE HAL AY I - ARCHrrECT NTD AF!CH!TECTB 4719 Viewridge Ave., SuU.e 200 San l'.liego, CA S2123 Glendoro e Son Diego • Auburn "-~-------+-----------, / ' F=====~:i::=== i: _ ==== ::!:::=== :: I: --• , ' / "' ~ , '\ 1, / ' , PROJECT CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK "' / ORAl'nNG TITLE • I-\ 01.02) ,~L-J.J..JL __ _:,,i,:~_-1J_::J ~ ', ,' COMMUNITY CENTER BUILDING INTERIOR ELEVATIONS NO. DATE REVISION COMMENTS A DRAWN SY PROJECT NO. ilB 2000-0147 CHECKED BY DATE RN @ 12-09-03 VESTIBULE 2 · A 131 · · -------+---------------------~• 5 I SCALE: 1/4" • 1'-0" .......__., · , , -~---1-__.:._---1 I DRAWING NO. A1.9 I/ . ,. -~ " ' " :; ~ ~ • -" • • ~ •• .. • • • ' • ; • --! • -• • • • ~ ; • • • DRAWING NUMBER SAFCO PROOUCfS • NEW HOPE, MINNESOTA AEOAtEA BY PART NUMBER 6553 ~--·----l'!ISl1'10N!Cllf,.'flllfTiJl1!1~1,)llr-- MULTI-PURPOSE ROOM I A100 j I I \ ,. ,I'/,. 01.03 03.01 03.02 DRAWING NUMBER SAFCO PR□□ucrs • NEW HOPE, MINNESOTA FIEORtEA BY PART NUMBER 6553 W_A_L_L_S_E_C_T_IO_N_@_C_L_E_R_E_S_T_O_R_~-2' .. - 1 -1_" (j) 06.03 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIEOF10ER BY PART NUMBER 6553 -----r ------POSITlllNlDM.IIFmlNTONTIIISUME-- , .. I I I I \ , ... , -~at -. :·r;:• , ;·;~. , ··•··u ::·~~-~ / -~SIM. __ J ... ~ ', __j_ ____ !,O.CMU ~ I 12' -o· I I .., 05.14 07.01 04.01 09.13 MULTI-PURPOSE ROOM I \ ' I A100 j WALL SECTION 05.09 07.01 ... ________ _ 01.11 15.01 05.14 09.24 , 12 A7.1 1/2' = f-rJ ® T.O. STL. ,I. . r·--+,~ _________ B.~BEAM ~ + 10·-o ________ C_EIUNG ~ + e·-o· 07.01 05.14 04.01 LOBBY j Al 18 j MEN'S RESTROOM !A102 I@ GRID C MULTI-PURPOSE ROOM 03.01 03.02 01.10 j Al 00 j -:::,"!i.,:",'.,.·.~•·:•,·~ ·.•:•·-~·... ::: ... :::-·~-. ' ,, --~~ ... ,........ ·, .... ".~" .. ·~· .. •\,"".• ,;)~mw~w;~;iu ;'.•; .3:,-,', ~,11~~ffiii1~u1;;~ ~-m m. -t\.;: ... :(:r•.~r{ rn~""' - ·'·:-~-.: .. ,. -~- WALL SECTION ___ F.F.E. ,j. o·-o" 'f 1/2' a:f-rJ ® -I ' DRAWING NUMBER SAFCO PRCOUGrS • NE\t\l HOPE, MII\INESCTTA JEOROER BY PART NUMBER 6!553 --PIJ3mDNm&EOF!'lllllTON-nusUNt--- MEETING ROOM I A107 j 12 =-::J 4 05.01 05.14 07.01 04.01 09.01 03.01 03.02 01.10 7 A7.1 WALL SECTION 1/2' =f-0' ® MULTI-PURPOSE ROOM j A100 I ~ : ... ~•~ .. , .. , . ·-~~- I I 12 J@2 1 =-::J 4 A7.1 -------...... -------- ' \ I !.. ___!:_()~~ I + 20·-rY- ' _________ ,,,. , 05.14 07.01 04.01 09.01 03.01 03.02 01.10 W_A_L_L_S_E_C_T_IO_N ____ 1/2'_=_ 1 -0'---1@) DRAWING NUMBER SAFCO PR(l□Ucrs • re,,/ HOPE, MINNESOTA FEOROER BY PART NUMEffi 9553 -_,... -Pll3rTIONWIIEOfl'llll!TONTIIISLltE-- STORAGE ROOM I A117 j STORAGE ROOM I I I I I I A101 !@ GRIO A1 ----------\ --- -.-~ .• . :'~·'· ' -.• c' .-~ .. ' --~ .. ... ~ .• ' _,. .,,_, 05.14 07.01 04.0i 09.01 DRAWING NUMBER DWG 447-6 ISAFCO PR(lo?J-e:>f,A~, M1NNESITTA PIEtl'!OEFI BY PART NUMBER 8553 --POSITTIJNEDGEOFPllll!Tll(1111il.llE-- KEYNOTES (EID SEE CIVIL DRAWINGS ~ SEE PLUMBING DRAWINGS @ID ITEM OR WORK SHOWN FOR tlFORMATION ONLY (NIC) @D) ITEM OR WORK SHOWN BID ,S ALTERNATE f1 (oioi") STRUCTURAL CONCRETE FILL -03325 (03.02) CAST-IN-PLACE CONCRETE SLAB -03310 @) CONCRETE MASONRY UNIT CMU-1 -04810 ~ STEEL BEAM -05120 (05.09) STEEL FLOOR DECK 1'/PE #3 -05310 ( 05.14) FABRICATED STEEL GATE -05500 { 06.03) ARCHITECTURAL PANELING -06200 @Ii) ELASTOMERIC FLASHING -07130 {07.03) TRAFFIC TOPPING -07190 (07.04) PROTECTION BOARD -07130/07140 & @:) METAL DRYWALL STUD -09111 @JD REVEAL I" -09220 @ID DRAPERY POCKET/VENT B' -09260 @j)DUCT II --- WALL SECTION 1/2' "' f-0' G) WAl<MING KliCHEN I A110 j I I I I I I I I I I \ ______ B:!).BEAM ,j. + 11°-0" ~ 07.01 05.14 04.01 09.01 F.F.E. ~ 01-0" Y- WALL SECTION ARCHITECT SEAL NTD ARCHITECTS 4719 Vi1owridge A-le., Suite 2<'.lO San Oiego, CA 92123 Glendora • Son Diego • Ai.ibum ,..,,,,,,u.,,i,.,,.,,., ,-0";;;~~ ...,,,,, \\ ,,.,,.,r,,,i,~,·· PROJECT CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRA\\1NG TITLE COMMUNITY CENTER BUILDING NO. DATE WALL SECTIONS REVlSION COMMENTS DRAWN BY DB PROJECT NO. 2(]00-0247 CHECKED BY DATE RN . @ 12-09-03 DRAWING NO. A3.0 SHEET ~ # 0 ,»:if# -. .. DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER BAFOJ PA□OOCTS • r-EN HOPE, MINNESOTA AEDRCl:R SY PAf'TT NUMEJER 8553 SAFCO PRODUCTS • NEW HOPE, MINNESOTA SAFCO PAOCJUCTS • NEW HOPE, MINNESOTA SAFCO PAOOUGTS • NEW HOPE, MINNESOTA AEOACl:R BY PART NUMBER 8553 AE□ADEA BY PART NUMBER 8553 ---l'OSITT~lla(l,"lf!l'~IN'(lfl'!l!l,IUIIF--__:_. -----1"031TION !ll~F 'IF !'llHl'T ilfl Tlllta 1-111!' -----------l'!l3nn'l!llr.~ri,~11r1111TN1,;·•--FEDROER BY PART NUMBER 8553 • • • • ,.-,--,- SEE PtAN lo . . METAL DECK SEE STRUCT. DIAGONAL BRACE -4" X 16 CA. MTL. STUD W/ (2) #1 O SMS PER VERT. STUD 4"X20 GA FULL HT. METAL STUDS @ 24" o.c. ,t---CONN. PER STRUCT. ------SEE WALL TYPES . . SCHEDULED CEILING 4" X 20 GA. METAL STUDS @ 16" OC '>----5/8" GYP BD. ROOF DRAIN 111-lERE OCCURS-SEE MECHANICAL :SOFFIT DETAIL ' ' ~.~1••~~1•••-•o••....;:;;.:;;.;.;.=;._--------------------S-OF_F_1 __ ~~13, -7,-i.p'.:::i+=+i==I+ DIAGONAL BRACE -4• METAL STUD TO STRUCTURE Cl)NN. PER STRUCT. 6" X 16 GA -------STRONG BACK I 1 I I I I I I l $\:HEDULED · CEILING 5/8" GYP 80. • • • • • • • • • 4" X 20 GA FULL HT. METAL STUDS @ 24" oc • lo • EE PLAN • • • ~ SEE PLAN 4• X 20 GA. METAL STUDS @ 24" OC _..,. 2000-0247 6" X 16 GA STRONG BAC # 1 O SMS PER STUD, TYP. W/ ) • • • l·l-'---+1----------H--4 • • • SEE PLAN~ 5/8" GYP BD. 1'-9" SE WALL TYPES. ANO FINISH SCHED. -SOFFIT DETAIL ...a.1-"1-/-'-2,-'-•~•1-, .. 0.;;;;".;.;..;..a,_ _________________ CL-NG,-2---1~14.) 2000-0247 MTL. JOIST lo I SEE PLAN SEE WALL TYPES 4" X20 GA. METAL STUDS O 24" OC SEE PLAN+ • • • • • • 5/8" GYP BD. -r----<.,,_ 1· -0" • • • • • • - ..r--Ht--4"X20 GA FULL HT. MTL STUDS II> 24" O.C. • • (3) #10 S.M.S., TYP. lo ' ' • • SCHEDULED CEILING • • SEE PLAN + l SE ~S"""'O ___ F ___ FIT.;,,._;;;D..;.cET---A=IL _________ ~ _____ -=,,,...-----1','15 1 1/2"= 1 '-0" SOFF3 - • • • • • • 6" X 16 GA STRONG BACK W/ (2) # 10 SMS PER STUD, TYP. OF DECK t- CEILING WHERE -3 OCCURS ....___ _____ --tt--r--,<'----7"--;;t--4" X 20 GA.-.../ METAL STUDS 0 24" o.c. • • • • • • • 2000-0247 6" X 16 GA STRONG BACK W/ (2) #10 SMS PER STUD, TYP. - • • • 1-----+I----- • • • ,,,__,.._ r+--t,,-==---= ---"Jr,_,_t!!!~~==! SEE PLAN VARIES SEE WALL TYPES. AND FINISH SCHED. SOFFIT @ MASONRY WALL TYPICAL SOFFIT DETAIL 1 1/2"=1'-0" , -:;>'---,LI 5/8" GYP BD. VARIES SEE WALL TYPES. AND FINISH SCHEO. SOFFIT @ FRAMED WALL TYPSOFFIT · 2000-0247 16 NOTE: FOR SUPPORT OF LIGHT FIXTURES AND AIR TERMINALS SEE NOTE 1/10 OF DET. (2) # 12 X 3" WOOD SCREWS TO (() JOIST OR (N) BLOCKING JOIST LINE (SEE STRUCT.) -~------Pll~'TTllll!llr.E<1'Pl\llf1'1)1ll'}lk~\.JII':--- .NQI!;: REFER TO DETAILS #3 &: 6 FOR ADDITIONAL INFORMATION ~-----#12 HANGER WIRE W/ MIN. 3 TIGHT TURNS IN 1 1/2" II> BOTH ENDS OF WIRE 4"-0" O.C. EACH WAY. TYPICAL. 2" MAX, lROM BRACING WIRES TO COMP ESSION STRUT AND CROSS R NNER --t--t---COMPRESSION STRUT - SEE NOTE #6 OF OCT. 2 SLOTTED ANGLE SPACER BAR W{ HORIZONTAL 6d RINGSHANK NA1 DASHED LINE INDICATES ALTERNATE LOCATION W/ HANGER WIRE ---,11,---+-;---SPLAYED WIRE CONN . INSTEAD OF NAIL. N/>JLS O ENDS OF HORIZONTAL STRUTS ARE TO BE PLACED W/ NAIL HEAD TOWARD CENTERLINE OF SPAN OF STRUT. 8" MAX MAIN RUNNER --~ WALL FACE FIXED END lYP, CONN C STRUT. ACOUSTICAL TILE CEILING ANCHORAGE NO SCALE ANGLE PER STRUCT. + ',o • + // + + THREADED ROD &: SPACING PER --MANUFACTURER MAX DISTANCE TO ENO ~ 12" 16 GA.CLIP Cl EA --STUD, W/ (3) #10 S.M.S • '-1-/~8.~r2c-<TYP. 2 1/2" METAL STUDS O 16"0.C. 'l"l'P. 16 GA. CONT. TRACK W/ #10 S.M.S. EA. FLANGE EA. STUD, TYP, VERIFY W/ MANUFACTURER B.O. SOFFIT ~ L 10· -o" A.F.r. FOLDING PARTITION 3"= 1 '-0" PROVIDE COMPRESSION STRUTS PER u"'-i ~ SCHEDULED CEILING FLD-PRT 2000-0047 ~---------2" X 2' -16 GAUGE SEE DETAJL@ FOR ATTACHMENT TO STRUCTURE ABOVE CONTINUOUS ANGLE. FASTEN TO WALL STUDS W/ #8 DRYWALL SCREWS 1 • s• M/oX ~-1--------+---1/8 WIRE W/ 3 TURNS I " lfJ 1 1/2" @ 4' -o• O.C. 1 f2" CLEAR O 2 ADJACENT WALLS -+----4 -#12 SPLAY WIRES IN 1 172" W/ 4 TURNS @ 8' -0" 0.C. EA. WAY ~-.Jblil:a["---1 1/2" .HRC MAIN RUNNERS 81l"v¥ic~f-· 1.12 LB./FT. .. . . 7 /8" STEEL FURRING HAT SECTIONS @ 2·-0· oc '--------5/8" GYPSUM BOARD '--------GYPSUM BO/PLASTER WHERE OCCURS --SADDLE TIE CROSS FURRING 10 MAIN RUNNERS W/ 2-18 GA. TIE WIRES @ EACH INTERSECTION(MINIMUM) SUSPENDED GYP. BOARD OR PLASTER CEILING SUSPGB 2000-<l247 11 12 SEE NOTE 16 OF DtT. 2 (2) # 12 SMS @ COMPRESSION STRUT TO MAIN RUNNER 112" CLEAR AT WALL -SEE NOTE #4 OF DET. #l5/A9.~J WALL FACE FREE END WALL MOLDING -ATTACH TO EACH STUD W/ 1-1/4" LONG S-12 PAN HEAD SCREWS, TYPICAL - 2000-024 7 ~ 5 _. ) SAC-1 - STEEL ROOF DECK 2 -18 x 1/2" SELF TAPPillG SCRtws ~--~-~----·~--~ \.,..:![,/.'.-------BRACING WIRE -4 TIGHT TURNS MIN.(TYPICAL) SPLAYED 12 GAUGE HANGER WIBE ATTACHMENT TO STEEL ROOF DECK STEEL ROOF DECK . f3 x 12" REBAR __ _., HANGER WIRE-~E TO 13 REBAR WITH THREE (3 \'IR/\PS AROUND REBAR AND O (1) WRAP AROUND WIRE 0 VERTICAL 12 GAUGE HANGER WIRE ATTACHMENT TO STEEL ROOF DECK WIRE ANCHOR @ STEEL ROOF DECK 1 1;2·~r-o· wir2stl 2000-0047 FOR ADDITIONAL INFORMATION SEE ® SEE DETAIL EB 12 CA HANGER WIRE 1• FOR ATTACHMENT TO TO STRUCT. ABOVE 8" MAX. ~----,,. MAIN OR CROSS RUNNER ~-.-ACOUSTIC PANEL 8" MAX. DR 1/4 RUNNER SPAN WHICHEVER IS LESS ATTACH POP RIVET THRU MOLDING TO RUNNERS ON TWO ADJACENT WALLS ONLY 1--WALL MOLDING TO MATCH GRID SYSTEM ~-#8 SMS OR FHWS @ 16" 0.C., TYP. FIXED END FREE END 1· CEILING REVEAL @ WALL 3• = 1'-o· ~ SAC-3 2000-02<7 THREADED SUPPORT ROD PER STRUCTURAL L GLULAM BEAM PER STRUCTU / --2" X 6" @ 16" O.C. .? / / • ~ ,. ' ; • ' : "' 1/4 1/4• . I ; ~ r 61 " . - RAL \ ; I:, 1• X 6" BLIND N I ' : AIL . -~ 1·-0 1/4" CEILING BEAM DETAIL 1 1/2"=1 '-0" . ~ RECESS PLUG T02"X6" GLULAM 2000-0247 8 DRAWING NUMBER SAFCO PAOOUCTS • NBN HOPE, MINNESOTA AEORt:ER BY FART NUMEJER 8553 ~ -l'O~lllOII EllQ~ 'lF Pl\1111' llN TlH~ tlllf.--- GENERAL SUSPENDED CEILING NOTES ,. 2, 12 GA. HANGER WIRES W\LL B£ USED FOR ,4' -0" X --4' -0" GRID SPACING ALONG MA1N RUNNERS. SPLICES WILL NOT BE PERMITTED IN A.W HANGER WIRES UNLESS SPECIFICALLY .a.PPROVED BY DSA. PROVIOE 12 GA. HANGER SWIRES W!THlrJ s~ OF THE [NOS OF ALL MNN AND CROSS RUNNERS DR AT 1/4 O, THE LENGTH O, 1HE END ttE, WHICH MR IS LEAST FOR 1HE PERIMETER O, 1HE CEILING .IREA. 3, PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAINTAIN HANGER SPACING. PROVIDE AComo,w_ HANGERS, STRUTS OR BRACES ,s REQUIRED ,:r ALL CEILING BREAKS, SOF'FITS OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE 1HAN 1 IN 6 OUT OF PLUMB ARE TO HA'lt COUNTER-SLOP.NG WIRES. ~-CEILING GRIO MEMBERS MAY BE ATTACHED 10 NOT MORE 1HAN 2 ADJACENT WAI.LS. CEILING GRID MEMBERS SHOULD BE JJ LOOT 1/2 INCH FREE O, OTHER WALLS. ts, AT TI-IE PtRIMETER OF THE CEILING AAEA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO 1HE ADJACENT WALL. PROVlDE INTERCONNECTION BETWEEN THE RUNNE'.RS "-l THE FREE END 10 PRMNT lATERAL SPREADING. A METAL STRUT OR A 16 CA. WIRE WITH A POSITIVt MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICUl.lR DISTANCE FROM 1HE WALL TO THE FIRST PARALLEL RUNNl:'.R IS 12" CR LESS, THIS INTERLOCK IS NOT REQUIRED. &. PROVIDE SE'TS OF 4 -12 GA. SPlA'iEO BRACtJG WlRES ORIENTED 90 DEGREES FROM EACH OTHER AT NOT MORE 1HAN 12 FEET SY 12 FEEl ON CENTER. PROVIDE 8RACINC WIRES AT LOCATIONS NOT MORE THAN 1/2 THE REQUIRED SPACING FROM £ACH PERIMCTER WALL AND FROM 1HE EDGE O, vtRTICAL CEILING OFFSETS. 1HE SLOPE or THESE WIRES SHOULD NOT EXCEED 45 DEGREES FROM A HORIZONTAL PlANE ANO SHOULD SE TAUT WITHOUT CAU~NG THE CEILING TO UFT. COMPRESSION STRUTS ATTACHED TO THE CEILING AND THE STRUCWRE SHALL BE PROVIDED AT BRACING POINTS. SPUCES IN BRACING WIRES ARE NOT PERMITTED. 7, FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FJSTEN BRACING WlRES WITH 4 1IGHT 1URNS. lto\KE ALL TIGHT TURNS WITHIN A 0ISTANCE OF 1 1/2 INCHES. HANGER OR BRACING WlRE ANCHORS 10 1HE STRUCTURE SHOULD BE t.STAJ.LED ti SUCH A MANNER THAT THE DIRECTION Of THE WIRC Al.!C:NS ,S CLOSELY ,s POSSIBLE WITH THE DIRECTION OR THE FO!lCES ACTING ON THE WIRE. 8. SEPARATE ALL CEl.lNG HANGING AND BRACING WlRES FROM All UNBRACED DUCTS, P1PES, CONDUIT, ETC. BY A MINIMUM O, 6 ~CHES. IT IS ACCEPTABLE 10 ATTACH LICHT-WEIGHT rm.IS_. SUCH A S,NGLE ELECTRICAL CONDUIT NOT ExCEEOING 3/< NOMINAL DIAM□ER, TO HANCER W!RES USING CONNECTIONS ACCEPTABLE 10 STRUCTURAL ENGINEER. 9, ATTACH All UGHT FIXTURES TO THE CEILING GRID RUNNERS 10 RESIST A HORIZONTAl FORCE EQUAL 10 1HE WEIGHT OF THE FllCTURES. 10. .IJR TERMltW. SERVICES WEIGHING LESS 11-t<N 55 POUNDS lto\Y BE SUPPORTED OIRECTlY ON 1HE RUNNERS O, A HEAVY DUTY GRID S"ISTEM BUT, fl AODffiON, THEY MUST HAvt A MINIMUM OF 1WO (2) -12 CA. SLACK SAFE'TY WlRES ATTACHED AT DIAGOtW. CORNERS ANO ANCHOREOTO THE STRUCTURE ABOVE. ALL FLUSH OR RECESSED UGHT FIXTURES AND .IJR 1ERMINALS OR SERVICES WEIGHING MORE THAN 66 POUNDS MUST BE INDEPENDENTLY SUPPORTED SY NOT LESS 1HAN ◄ -12 CA. TAUT WlRES ATTACHED TO THE STRUCWRE ABOVE REGARDLESS OF 1HE 1'/PE o; CEILING GRID S"ISTEM USED. 1HE ◄-12 GA. 1AUT WIRES INCLUDING 1HEIR ATTACHMENT 10 THE STRUCTURE ABOVE MUST SE CAPABLE or SUPPORTING 4 TIMES 1HE WEIGHT OF" THE UNIT. 11. ALL FIXTURES ANO AJR TERMINALS OR SERVICES SUPPORTED ON INTERMEDIAiE DU1Y CRID sYSltMS "UST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. WlRES ATTACHED TO 1HE STRUCTURE ABOV!'. 12. SUPPORT SUR,ACE MOUNTED UGHT FllCTURES SY AT LEAS1 1WO POSITIVE DEVICES Wl-flCH SURROUND THE CDLING RUNNER A.'lO WHICH ARE SUPPORTED FROM THE STRUCTURE ABDvt 8Y A 12 CA WlRE. SPRING CLIPS OR CLAMPS TI-IAT CONNECT ONLY 10 1HE RUNNER AAE NOT ACCEPTABLE. 13. CLASsInCAnoN o, CEILING GRID IS, HEAVY DUTY, CHICAGO METALLIC, SERIES 1200, 2 X 2 GRID. SEE Sl'ECl,ICATIONS SECTION 09511. ,._ ALL SUSPENSKJN WIRE IS 12 CA. GALV., son-ANNEALED MlLO STEEL WlRE. 15. WHEN DRILLED-IN CONC. "-NCHORS CR SH01-IN ANCHORS ARE U.5ED FOR HANGER WIRES, 1 OUT OF 10 MUST BE FlELO TESTED FOR 200 LBS O, T£NSION. WHEN DRILL£D-IN CONC, ANCHORS ARE USED FOR BRACING WIRES, 1 OUT CF 2 MUST BE FIELD TEST£D FOR ◄ 40 LBS IN TENSION. If' Am SHOT-IN OR DRlllEO-IN ANCHOR FAILS, ALL ADJACENT ANCHORS MUST BE 1ESTEO. AC USTICAL TILE CEILING NOTES NO CALE 2000-0247 ACNOTES CROSS RUNNERS ---MAIN RUNNERS ~----LIGHTS NOTE: W ERE ENDS OF LIGHTS ARE NOT AT MAIN RUNNERS PROVIDE FOUR TAUT 12 GA SUSPENSION WIRES PER NOTE 10, 2/A4.0, REGARDLESS OF WEIGHT. FOR ADDITIONAL INFORMATION REFER TO ACOUSTICAL CEILING NOTES 2/A4.1 SUSPENSIO OF RECESSED LIGHTS 1/2" = 1' -0"RELATIV5 TO MAIN RUNNER& WALL OR1 CEILING TYPE PER SCHEDULE -CEILING R WALL 11N SH PER SCH DULE EXPOSED HINGE NOTE: -,, OOOR SIZE + 3/8" ~ R.O. r---SPRING CLIP ,---SPRING INSULATION -PAINT A L EXPOSED SURFACES TO MATCH ADJACENT CEILING. CEILING ALL ACCESS DOOR SUSPEND 2000-0247 INTERIOR LATCH RELEASE FLUSH LATCH RELEASE RING OR KEY OPERATED CEILING OR WALL ACCESS DOOR RACEILDR 2000-0247 DRAWING NUMBER DWG 447-6 IBAFCO PA;.£,P{ i9~uPE. MINNESOTA JIEnPt,i:l'I ev i:i11m NI lf>.\Rl'P lo!~"-"' --l'll~mllll!llrn'flf'l'IUL-.llfl1'1/l~'Jll1' -----' 2 3 4 ARCHITECT PROJECT KEYNOTES NTD s 4719 Yiowndge A.,.., S.;t, 200 Son m,go, CA 92123 Glendora • S<rn Ciego • Auburn • ,':!: '"101r,01ttlll~\~\\,l'i CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING DETAILS NO. CATE REVISION COMMENTS DRAWN BY FROJECT NO. DB 2000-0247 CHECKED BY CATI: RN © 12-09-03 DRAWING NO. A4.0 SHEET d-d-OF \ C) :)_ 6" TRACK CONT W/ v2• cl> A.B. @ 4-0 o.c. lo DRAWING NUMBER SAFCO PRODUCTS • NEW !-l□PE, MINNESOTA FIEORDER BY PAFIT N~SER 13553 3 3/ " g• 6 5/8" VERIFY 1" X 9/16" SLOTTED HOLES PAINT TO MATCH WALL SCREEN '---+--VERIFY IN FIELD. SCREEN TO CLEAR ACCOUSTICAL WALL PANELS. 14 DRAWING NUMBER SAFCO PROOUCTS • NEW HOPE, MINNESOTA FIEOROER 6Y PART /\UMBER 9553 DRAWING NUMBER 5AFOJ PRODUCTS • NEIN HOPE, MINNESOTA RE~DEFI BY PART NUMBER 9553 --ftl!ll'TIONma!:ll'PRlll'TIINTIIISLIII;------l - - ---l'DSlllllNEDG!Ofl'IUNT .. llllSUIIE--' 3 STUDS RUN TRACK PAST AT CORNER OPENINGS r-o· MINIMUM BOTTOM ~~' TYPICAL TOP AND OF DEC/~ BOTTOM OF WALL \ -J ~ • , l.-!:---1 ., -o:;p p '-"I \ .. I/ 2 10C -LATE IL BRACING 11 I\. 3 OR sJLID BJ!~r• I/~ -1 MAX -AT 8' -0" 0.C. / ~NDOW OP G 1-' -\ 11H' . ' -. _/ • \ -\~" j .,.I !:'(_ /-' , '-~~ \ I . , -\/ / ' -_ _.,,.., ... I-, '-,,,. 1 11G 11H ~I ' ' -' -'-.... lo '! -'y-I ~ ..... r ' ', ; ' ' / I ' ' I I. e·-1· MAX -; 1'-0~'r .l!QI£; ..__ ' DR OPNG 1. TRACK SAME GAUGE AS STUDS. 2. MULTIPLE STUDS TO BE WELOED -1/B • x 1" LONG AT 2'-0" OC EACH FLANGE. 3. USE 20 GA. STUDS U.N.0 .. 4. REFERENCE STRUCTURAL DRAWINGS FOR INFORMATON REGARDING STEEL STUDS AND POWDER-DRIVEN ANCHORAGE PINS. ' _I ..... , C- "---' 100 -, 10E' ....:__,,, Ca = DRAWING NUMBER SAFC::O PRODUCTS ■ NE\N H□PE, MINNESOTA FIEORCER BY PAFTT NUM'EIER 6553 ----, ~ -~ --PD:llffiOIIEOGEOFl'II/IITOllffllSUNE-- LEV. SEE PLAN ELEV. SEE PLAN + + I ' .1 4" METAL STUD DIAGONA~ BRACING @ 4'-0" OC. -, ALTERNATE DIRECTION WITH (3) #10 SMS SCHEDULED CEILING ------ ALTERNATE CEILING HEIGHTS SEE PLAN - SECTION SCREEN DETAIL , " ,.;:;1"~~~1~,~-~0~".:..;......;:~.;.;.;=.;..;.._:;.:;.;.;..:=---------------SS-CR-N-DET---f,13. 2000-0247 TYPICAL METAL PARTITION FRAMING , ..:.N..:.T..:.S...:..:;;..:::;_.;.;.;.:;..:.;...:.;;;;_;...:...:;..:..:..;.;:.;.;;;.;..:,...:,..:..;;..::.:==---------W-AL-L-EL_EV __ -{ 9 ' • • 2<)00-0247 '" 1 WALL OPENING DETAIL 1 1/2" = 1°-0· DTL-9 2000-0247 r -.,. 5> - ~ 2s'-o·:a: \IERIFY ' 1/2" 112· 1 • ~ ~ (t SUPPORT FROM ---......._ E 1/4" • "' ~; • ., ' .. • ., Wf • -.................... --PROJECTION SCREEN BOX PER MFR. END PROJECTION SCREEN '14' EDTLPROJ 1 "== 1 '-o" -. 5' o• MAX ' r--~ ! I I ----- -... =• = •= == I== == I ,/ V _, ,., I== I= I-/" I/ . METAL DECK PER STRUCT'L OPENING FOR MECH DUCT (ETC) DOUBLE STUDS AT SIDE Of OPENING FINISH CEILING -SEE PLANS AND FINISH SCHEDUILE CASEWORK -SEE PLANS AND INTERIOR ELEvATIONS 16 GA. METAL TRACK BACKING PLATE -SECURE TO 2000-0247 / EACH STUD WITH (3) #10 S.M.S. - (SEE ALSO DETAIL 8/A4.1 ' ' 16 GA. STUDS WKERE ! ! BACKING PLATE IS REQUIRED J STRUCTURAL CONCRETE SLAB ,CASEWORK WALL ELEVATION 1. SEE DETAILS a, 9, AND 10 / A4.1 FOR TY.PICAL WALL FRAMING INFORMATION. 2. USE BACKING PLATE FOR WALL-HUNG CABINETS (UP TO 2 SHELVES), BASE CABINETS, FULL HEIGHT CABINETS, AND LOCKERS. 3. USE 610 SELF -TAPPING S.M.S. TO ATTACH rrEMS TO BACKING PLATES. 4. WALL STUD FLANGES MUST BE CONTINUOUS. 5. ANCHOR BACKING PLATES .TO (3) STUDS MINIMUM AND TO (1) STUD BEYOND ITEM. .. , ....:.TY..:..;P....:.l=CA..:.::;L;_W.;.;..A __ L=L....:.F..:.,;R""""AM"""'l""""NG"""·--'@~C....:.AS~E;_;W..;;.O....:.RK..,;._ _____ ---1' 15" N.T.S, CABELEV1 • • 2000-0247 ~-----(4) #10 S.M.S. TYP. __..,------6" METAL STUDS Cl 16" O.C. _,,------CONT. TOP & BOTTOM TRACK TO MATCH STUDS ...--------SHIM FOR LEVELING - ,,_ ________ MOTORIZED PROJECTION SCREEN 8.0. SOFF!T ~ 10' -o• A.F.f. '------SCHEDULED CEILING PROJECTION SCREEN MOUNT __,;,.;..;...... ___ --,,-"'"'-'-______________ -11a 1 1 /2" = 1 '-0" prjscmnt2 2<J00-0247 + / -"--,ir~-ii-e -,. y I ✓ 11 I I NESTING TRACK /4" CLEAR ' 3 NOT ~ARTI ESTI TION TOP TRACK ATTACHED TO NG TRACK) ' - I'-: ' ---;r-:-q---" . -,,_ I I I ' 110 S.M.S. AT PARTITION TOP TRACK TO EACH STUD EA. FLANGE. TOP OF PARTITION 0 ------1A TOP OF PARTITION fn'\ -----1~ #10 S.M.S. AT 12" 0.C. ----=11=::::;-,r--ii INTERMEDIATE STUD WHERE OCCURS __ __,,., #10 S.M.S. AT EACH INTERMEDIATE STUD ---2-61D S.M.S. (lYP) EA. SIDE ...,__ __ 16 GA. TRACK "----(2) 6" x 16 GA. STUDS - CUT OFF FLANGES AT CONNECTION ....f----16 GA. TRACK 'i!'.,=.$1 (NO PUNCH-OUT ALLOWED tlrTHIN 1~• OF EACH SIDE or STUD) "'-!le,..=:.._ __ #10 S.M.S. (lYP),---------.-1--"' ~---(2) 16 GA. STUDS AT EACH JAMB TOP OF OPENING 0 SECTION AT HEADER 8'-1• MAX. SPAN NOTE: REFER TO WALL TYPES FOR STUO SIZES (4" OR 6j e e 0 TYPICAL PARTITION DETAILS 3" = 1'-o· L-t!-~1t;1~8~1:;_3~ MULTIPLE STUDS TO BE WELDED, TYP. ~--#10 SHEET METAL SCREWS EA. FLANGE METAL STUDS ----METAL TRACK SILL ---'----2-METAL STUDS @ EACH JAMB WALLOETl 2000-0247 ;..::..__________ E SILL 0 _sT_u_D _U_ND_E_R_S_IL_L _______ 0 METAL STUDS .ff-----2-METAL STUDS C EACH JAMB _._ ____ TRACK SAME AS STUDS f.-g,_:Z);--;:,,-il',;_i~-------= #10 SHEET METAL SCREWS EA. FLANGE --i=::::;:=-ii:-~'-r--1 ,., TRACK CONTINUES @ SIDELIGHT t..o~-~-..,,.~c.t::~. -L--FLOOR LINE V ' • ·' 'tf· ----CONCRETE FLOOR SLAB BOTT. OF PART!T!ON 0 _eo_TT_._o_F_P_AR_T_rr_1o_N ______ ---i0 - ' 10 J ~ ~ - ...:~.,:.-.:..~:.::l~;:..:t;;;.,~ • ...:.P.:.A:;.:R:.:,;Tl:.:.;Tl~O.;.;N_.::;,;DE:;,;T.:.,;A:;,;;;IL;.;;;S ________ ..,.W_AL __ LDET=3--I: 11 ~ I 2000-0247 ,M'""~---------(2\ STEEL STUDS, ,c tO'NTINUOUS FROM FLOOR TO + + + UNDERSIDE OF STRUCTURE NOTE: RUNNER TRACK & STEEL STUDS NOT SHOWN FOR CLARITY ,------fl □ SMS O 12" OC TYPICAL (21 -STEEL TRACKS !tREWEO TOGETHER TO STEEL RUNNER TRACKS 6" WIDE X 16 GAUGE X 4" LONG STEEL PLATE SCREWED TO ONE STUD & 6" TRACK -TYPICAL BOTH SIDES BENT TRACK WEB AS SHOW~ & ATTACH TO STUD W/ 3 -f_10 SELF TAPPING SCREWS -TYPICAL TOP & BOTTOM ATTACH TRAJ, LEGS TO 2 STUDS WITH 2 -10 SELF TAPPING SCREWS -PICAL FOR 4 LOCATIONS ..:t:;;;.\;..;~T..:_ E;:;.;L;;.._ _________________ UN-TE-L1 __ · ~ 2000-0247 ~ METAL DECK PER STRUCT'L SEE STRUCTURAL #10 S.M.S. C EA. STUD FLANGE TO TOP TRACK SUP TRACK W/2 #10 S.M.S. TO OECK . PROVIDE FIRESAFING 5/8" GYPSUM BOARD METAL STUDS @ 16" O.C. (16 GA. STUDS Cl CABINET WALLS) ..;.~..;.:.!f..:.;A..;.;;;.;.. ~~o~-=E;;..;NT..:......;.P...=E;;..;R.;...P;:;.;EN..;.:D;;.;.I C;::..;U:;..:LA:;...;;..;.R_T;..;;O;......;;.D_EC.;;.;K..;_ ____ P_ERP_1 --1;: 6-. 2000-0247 METAL DECK PER STRUCT'L ~--CONTINUOUS 16 GA. PLATE W/ 2 -.077" DIA. SHANK POWDER DRIVEN PIN W/1 _• PENE- TRATION @ 32" 0.C. (16• 0.C. FOR CABINET WALLS) (ON FASTENER PER ICBO 2388) flO S.M.S. 0 EA. STUD FLANGE TO TOP TRACK .....__ __ SUP TRACK W/ 2 f12 SMS TO 12 GA. X 1 1/2" STEEL STRAP C 2' -D" 5/8" GYP. BD. METAL STUDS Cl 16" O.C. (16 GA. STUDS @ CABINET WALLS) - ...:.:.:.:.;f..:.:_A..:.;;;;.;..~.:.;.:o~.:.:E;;.;N:..:..T...:P...:.A.::..R:::..;A:::LL:;:;E;.:;L;...T.:..;O::......:D;..:;E;..:;C.:.,;K _______ P_AR-ALL2 _ _,~ 7-.... 2000-024? BACKING FOR CABINET ANCHORAGE N.T.S. CUT AND BEND FLANGES AT STUDS · 6" x 16 GA. STEEL TRACK - ONE PIECE ON MIN. OF 3 STUDS 3 -f 10 S.M.S. EACH STUD STUDS PER PLAN CAD FILENAME 2000-0247 8 DRAWING NUMBER DRAWING NUMBER DWG 447-6 AFtXl PRODUCTS • NEIN HOPE, MINNESOTA RECJ:IDER 0Y ?ART NUMBHl 8553 l!lAFCO PR:uisof 10iu?E, MINrESOTA FEOROER BY PART NUM6EFI 6553 -.--!--l'OllfTIIN mil£ Of PIIINTIIITHISUM'E-------1 ' -----fll:llTIIINlDIIEOfPIIIIITOlll'IIISi.at------l ---- 1'/PICAL PARTITION SUPPORT: R. 16 GA. METAL STUD BACKING PER DETAIL 15/M.1 16 GA. METAL STUD BACKING PER DETAIL 15/A4.1 MIRROR TOILET FIX URE SUPPORT 1/2" = 1·-0· 1\2"X 2" X 1 GAUGE CLIP ANGL LAVATORY :::J C URINAL l!.Qli; C :::J VERIFY LOCATION OF BLOCKING WITH l'l'PE & LOCATION or FIXTURE OR PARTITION BEFORE INSTALLATION SEE PLAN FOR ACTUAL FIXTURE LOCATION FIXSUP 2000-0247 -------METAL STUD PROVIDE STUD LATE L BRACING AS FOLLOWS: (PER ICBC REPORT NUMBER 1515-P FOR ANGELES 16 X iHD 400 SERIES STUDS) 1. WHERE GYP. sf IS ON BOTH SIDES or STUDS ond BOTH THE STUDS ond THE GYP, BD. 2. ::R: ::~MBJ.T~~c:~R:N:o s:::u::u:~~ s::D:L:::l::T:RT::::~:~s~;o:~:E:~. BO. EXTEND FROM r TRUCT. TO STRUCT., BLOCKING OR BRACING IS REO"D AT 2' -8" OC MAX. 3. WHERE GYP. BO. IS ON BOTH SIDES Of STUDS BUT THE GYP. BO. DOES NOT EXTEND FROM STRUCT.jTO STRUCT. WHEREAS THE STUDS DO EXTEND FROM STRUCT. TO STRUCT., BLOCKING OR RACING IS REO'D BEYOND THE DISCONTINUING GYP. eo. AT 2'-B" oc MAX. 4. WHERE THE ST ,OS 00 NOT EXTEND FROM STRUCT. TO STRUCT. DIAGONAL BRACING IS REQ'p FORM THE TOP OF THE WALL TO THE STRUCTURE ABOVE AT 4' -o• OC MAX .. If ANOTHER SERIES lo, sTuDs oR ANOTHER MANUf. sruos ARE usEo, SUBMIT MAXIMUM SPACING OF BRACINr TO ARCHITECT. STUD LATERAL BRACING N.T.S. METAL DECK PER STRUT'L r----------SEE STRUCT. DWGS. 6/S-1.6 BLOCKING: PIECE OF 20 GA. TRACK C EA. END & CORNER --'jr---j-·,t--;,.--------& C s·-o· o.c. OF WALL CUT FLANGES & BEND WEB C BOTH ENDS. ATTACH W/ 2- #10 S.M.S. TO STUDS. WITH CONTINUOUS 20 GA. x 1 1 /2" STRAP ON BOTH SIDES W / #10 S.M.S. Cl EA STUD !'LANGE & 4-110 S.M.S. C EA. PIECE Of BL~CKING METAL STUDS (PROVIDE 6" x 16 GA. STUDS 0 16" 0.C. AT WALLS W/ WALL HUNG CABINETS OR EQUIPMENT GYPSUM BOARD -SEE WALL TYPE FINISH CEILING SEE STRUCT, owes. LATBRCG 2000-0247 1 2 .177" SHANK DIA. POWDER ACT. ~:---:-+:1J=R1:~~:::;:::;:::;'-----FASTENER (ICBOH 2388) Cl 2' -o· o.c. AND s· MAX _-; • , "_',., , , . • •' , FROM ENDS. {PR~VIDE f6" O.C. @ CABINETS OR EQUIPMENT . ·-• • • , • ANCHDRED TO WALLS). 1-7/16" MIN. EMBEDMENT. ' · · i>-(2) FASTENERS MIN. PER PIECE OF TRACK. SEE 13/S1.1 NON RATE 1 1;2· = 1'-" PARTITION METAL STUDS 16 GA. CONTINUOUS BLOCKING METAL STUD I I I I I I I I ,.,J....i IS S.M.S. EACH SIDE SOLID BLOCKING @ CEILING OR END WALL NONE NONRATE1 2000-0247 S-BLKG 2000-0247 3 4 ARCHITECT KEYNOTES NTD A 4719 Viewridge Ave., Suite 200 San Cle~o. CA 112123 Glendoro • Son Diego • Auburn SEAL .....-!"''"111,.,,.,,, ,,,. PROJECT ,~,;..::;_c ~ ..,, c,\.,t~ """11111111111""' • CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING NO. DATE D. D. DETAILS ~EVISION COMMENTS DRAWN BY DB PROJECT NO. 2000-0247 CHECKED BY □ATE RN C 12-09-03 DRAWING NO, A4.1 SHEET~.!># OF OF#l ----1 e • ' ' DRAWING NUMBER SAFm PAOOUJTS • r.Ffl/ HOPE, MINNESOTA FIEORDEA BY PART NUMElER 8553 ------l'll:llrlnH!f!i:F,li'H\IM""rilNTIH~lllE"--- DRAWING NUMBER SAFCO PRODUCTS • NE\/11 HOPE, M!NNE5CJTA FIEORctR 9Y PART NIJIIABEFl 6553 ___ ,_,. -, ~ -----~ ------!'!!il!"!Hll!~!!'!'!'.!!!1'~1'!!i~U!!!:-------1 13 14 15 16 DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER AEORDER BY PART NUMBER 8553 FIEOAOER BY PART NUMBE!R 8553 8AFCD PRODUCTS • NE\N HOPE, MINNESOTA REORDER BY ?ART NUMElER 8553 ------l'DSITIIINmlll[ll'PlllfTllll'nUsUNE-------: SAFCO PAOOUCTS • NEW HOPE. M1NNEOOTA ~FOO PRODUCTS • Ne.N HOPE, MINNESOTA _,,,._ -----POSrTIOlll:DGEIIFPIIIIITOIITHISLIIII:-- ----1 ----PDIIITION9lOEQFPI\IIITOll1111Sl.llle------1 --- TRIM TO COVER OPENING 0 DUCTS EXPOSED IN RM. STEEL BAND 0 T- l I I I I I I I j_ __ _ CONT, SEALANT EA. SIDE 4 1/4" MIN, THICKNESS UNFACED SCRAP DUCT WRAP MATER OR 3 PCF WOOL BATT INSUL FIRMLY PACKED-IN ~--H-IH--.:._t-DAMPER -SEE H/M 1 J 12",12" MAX. SLEEVE I I I I I I J. __ '--~I+ JJ ---l 1 1/2" NOM. THK. 6 PCF CER, BLANKET DUCT WRAP 2 1/2" MIN. Tl1cK --\Iii ' x 4 PCF MIN, ~MINERAL WOOL BATT IN ULATION FIRMLY PACKE fl.--(2) LAYERS 5/8" TYPE 'X' GYP, BO. @ 2HR. WALL (1 LAYER O 1 HR. WALL) BOTH SIDES :,j · .. .,,-.. . ... ,,:_ .. , .... , ..•. ~i: . .-.~ -· SLEEVE DAMPER -SEE H/M1 12"x12" MAX. SLEEVE 3"x3"x22 GA. STL. RETAINING ANGLE ALL AROUND -SECURE TO SLEEVE DRAWING NUMBER DWG 447•6 24 of 102 SAFCO PRODUCTS • PEN HOPE, MIN'ESCJTA PIEOACEA BY PAffi NUM8EJ1 8553 --,asmaNUIIIEOFPIIINTOIITHISl.llt----------1 - - KEYNOTES W/ MIN. (2) #8x3/4" S.M.S. C 4" O.C. MAX. 9 10 11 12 0 UL SYSTEM No. C-M-7020 -• INTERIOR DUCT THU 1 HR. CMU WALL ' .... • . .:.;N..;. T..;..S.;;.;,;..;,;..;;.;...;.....;;..;;..;;..;.....;.;..;.;;;.....;....;..;.;.;~..;;.=;;....;.;.;;..;.;;;;;;. _______ ~-s-~-~~-~-47---r, 5 DETAIL SHOWN FOR REFERENCE ONLY PENETRATIONS OF PIPE CONDUITS. ETC .. IN WALLS REQUIRING PROTECTED OPENINGS SHALL BE FIRE STOPPED. FIRE STOP MATERIAL SHALL BE A TESTED ASSEMBLY APPROVED BY THE STATE FIRE MARSHAL. 1---------5/8" TYPE 'X' GYP BD -BOTH SIDES ".) _..._..c--------FIRE STOP PIPE OR CONDUIT IN ·' ACCORDANCE WITH U.L. SYSTEM WL 2003. FIRE STOP INSULATED CABLE IN ACCORDANCE WITH U.L SYSTEM Wl.30CI. .,,..--ESCUTCHEON PLATE FLUSH TO WALL (WHERE PIPING IS EXPOSED TO VIEW.) SIZE TO MATCH PIPING. ALTERNATE U.L SYSTEMS: U.L. SYSTEM No. CAULK MANUF. WL 1084 SPEC SEAL 100 INSTALL FIRE STOPPING IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON SITE FOR REVIEW BY INSPECTING AUTHORITIES. -PIPE PENETRATION @ 1 HR. RATED WALL ' .,. ...;.3..;" .;..;;;;.1_'.;.-..;0;;." ""-";..;.;.;;;..;.;.;.,::.;.;._.;;;......;_;..;.;..;.;.....;..;;...;.;.,;;;;;;......;.;~=-----D-6-P-IP-EX---f, 6 UL SYSTEM No C-M-1221 2000-0247 3/4" MIN. THICK FILL MATER APPLIED WITH ANNULUS EA. SIDE . PIPE / CONDUIT THRU 1 HR. CMU WALL 3" = 1'-0" DBPIPEX 2000-0247 7 -, .... 8' - 1 1/4" MIN. HICK-..J SEALANT C 2 R. (2) LAYERS 5/8" TYPE 'X' GYP. BD. ALL AROUND OPENING (1 LAYER ASSEMBLY (5/8" MIN, THICK C 1HR,: ASSEMBLY)_,"-'"""'--~~~--"--"'-"'--C !HR. WALL) UL SYSTEM No W-L-7009 DUCT THRU 1 HOUR FRAME WALL 3" = < . "'w "'w 0"' 1 '-0" SEALANT 24 GA. FLASHING u~J•=~ ALL AROUND' \ 1~-3 PCF WOOL BATT INSULATION FIRMLY PACKED IN. D2DUCT 2000-0247 SEALANT EA. SIDE PER PRODUCT MFR REQ. I PLAN SECT <g~ f----++----.-r-----'lr,r,--f----; o, C Ii: 22 GA. G.I. 22 GA. G.I. UP ~,- INSULATION SILL -JAMB SIM. BUILT UP ROOF SEE SPECS. UNDERLAYMENT THERMAL INSULATION CMU WALL PER PLANS DUCTS THRl EXTERIOR CMU .3"=1'-0'" .,--PACK WiTH ACOUSTICAL INSULATION ESCUTCHEON OR TRIM SIZE TO COVER OPENING C PIPES OR DUCTS EXPOSED IN ROOMS ~-DUCT, PIPE OR CONDUIT THRU WALL '---ACOUSTICAL SEALANT ALL AROUND EACH SIDE '-----CMU WALL ACOUSTICALJ . SEALANT @ DUCT PIPE CONDUIT 3" == 1 · -011 OEXTCMU1 2000-0247 09PIPE 2000-0247 1 3 4 ARCHITECT PROJECT NTD AIIICll!TECTS 4719 VielVridge Ave., Suite 200 San Diego, CA 92123 Glendora e Son Diego • Auburn ~=~"' """''"'"'"'"'""""" CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING DETAILS REVISION COMMENTS DRAWN BY PROJECT NO. DB 2000-0247 CHECKED BY DATE RN . © 12-09-03 DRAWING NO. A4.2 -• . -• -1 DRAWING NUMBER SAFCO PAD□UCTS • NEW HOPE, MINNESOTA FEORIJER BY PAf':rr NL.Jr>,f5ER 855.J DRAWING NUMBER SAFCO PRODUCTS • tEN HOPE, MINNESOTA REORDER BY PA ITT NUMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOFE, MINNESOTA fl:ORDER BY PART NUMBER 6553 DRAWING NUMBER SAFCO PAOCJUCTS • NE'IN HCFE. MINNESOTA REORDER BY PART NUMBER 6553 -. --. -!'!!:!!1'1~~~~!!!'1'9!1"1!!~00--_, I --~l'!ICl'llil'l'f!IIIT!)!ITIIL~l.!llr----___,.. --=J -----,a:m'lONl!llGl"~ ... IIITIINTllll:~--_, i 1----------WALL TYPE PER PLANS MTL STUDS O 16" O.C. SE P TYPES E LANS FOR WALLS " 4" MTL JSTS O 16" 0.C. W/ 3 -#10 S.M. SCREWS E.E. " PAINT THIS AREA WHrTE ALL SIDES GYP BOARD-TYP fi",t MTL STUD COMPOSITE BOXED BM SQ EDGE I.ITL CASING LIGHT DIFFUSER SET INTO 'F' MOULD & REST ON MTL CASING O BACK ~ V BY CASEWORK FABRICATOR _,,/ V F' REVEAL MOULD CONT GLASS SHELVES ON ADJ. SHELF BRKT------6" FROM EA. END & (I 24" ~ 0.C. ~ RECESS SHELF STDS TO B FLUSH '1/ TACK BOARD SURF.TY lll-'PASSING GLASS SLOING DOOR W/ S.S. TRACK-LOCKABLE VINYL COV'D TACK BD -------PLASTIC LAMINATE TOP r---. -I I r I I i.: DOORS • I I i..--' I r I i.: ADJ SHELF I ,: • ,----VENTED RUBBER BASE ~-PVC PADS 2X WOOD SLEEPERS 25/32"X2 1/4" WOOD FLOORING VAPOR BARRIER ~-RECESSED CONC. SLAB PER STRUCTURAL I ' I':\. EO. EO. ~ .c ' fi-~ "b--d MTL CASING I • 0 ·' - ' ~ • 0 I ix) - -------- ;4• R SIM. '<'-: .,.. i / l I \ I I / . ---I . 'b I I I .. I ,----.. --• ' ' I ' I I • I \ I I ., I L,.!..,,...J L ____ .. _, • ..J . 2·-0· 6 A4.J -DISPLAY CASE , , ...... SC_A ... LE_:..,1"""•--,1• .... _-0",---------------------,,D""tsP""LA""rCAS=E--1,14~] 2<J00-0247 15 1'-0" • • • • • • . . • • • • .,,----1-PLASTIC LAM. DOOR -:,,~,It-------t--ADJ. SHELF STD. . . . . .r--t--PLASTIC LAM. SPLASH WHERE OCCURS. SEE INT. ELEV . -t----='--=-rc.......--t_,r---+-PLASTIC LAM. COUNTERTOP r---t--DRAWER (!) ;~ C/l iii ~~ : 5: ffi : t;; ~ : z r.,J . ~~ ; I1---+-PLASTIC LAM. DOOR • ; ------,;.--H--+-ADJ. SHELF STD. • • NOTE: -FOR CASEWORK ANCHORAGE =---~'-'-'-:.t---,,.-+--SEE DETAIL 6/A4.3 -SEE INT(RIQR ELEV. FOR LOCATION & MOUNTING HT. UPPER/LOWER BASE CABINET W / DRAWER , ' -='°3/~4~"~=~1~'-~0~.~----.......;;;....;..;..;;;......;....;.:;.._,;;;.;.......;.,......;;;..;..;;..;.;.;..;;;.;.;... ___ ---:C~A~BO~RW~R:--~,s. 1'-0· I ______ J • • • • • • • • • • • • • • • • • • • • • SOfFIT/ CEILING WHERE OCCURS PLASTIC LAM. TOP, SIDES, BOTTOM AND BACK PLASTIC LAM. ADJ. SHELF PLASTIC LAM. DOOR WHERE SHOWN ADJ. SHELF STD. ~-+--PLASTIC LAM. SPLASH WHERE OCCURS. SEE INT. ELEV. 2000-0247 +---'~?"'L--t-/li PLASTIC LAM. COUNTERTOP (ACID RESISTANT O SCIENCE LABS.) • • • • • • • • • • • • • • • ; 1------if--PLASTIC LAM. DOOR WHERE SHOWN . . :---+--H---+--ADJ. SHELF STD. • • NOTES: -FOR CASEWORK ANCHORAGE SEE DETAIL 6/A4.J -SEE INTERIOR ELEV. FOR LOCATION AND MOUNTING HEIGHT UPPER AND LOWER BASE CABINET 3/ 4"=, • -o· 'ix, • - TALLCAB 2000-0247 ,----------4• HORIZ. MTL. STUDS T & B 9• ,-------+---MIRROR W/ CONT. METAL • J" MOLDING -ALL SIDES ~-------3/4" CHANNEL BRACKETS W/ MOUNTING SCREWS WING NUT, WASHER & SQUARE NUT (2) 2" DIA. WHITE OAK BARRE CUT MIRROR- AROUND BRACKET 1/2" DIA. THRE.AIJED ROD PARTIAL ELEVATION W/ HILTI Hr! HY-150 EPOXY (INSTALL PER ICBOI 5193) W/ 6" MIN EMBED. --t-:tft-----SEE WALL TYPE PROVIDE CHANNEL BRACKET TO CMU CONNECTION - r ..., 9) ' ., -~-= .. A-~_c-:-,~--o-=-·B_A_R_R_E_S _____________ -:-D~BA~RR~Es--111' 2000-0247 ~ 0: ~ 0 0 c., <i ~ :i: _,. '.-,;' . C/l 2 ' . • 0: :c . ~ " "' 0 '.\ . -i ... .,:, SEE WALL TYPE HARDWOOD EDGE MOLDING PLAM. COUNTERTOP 5/8" GYP. BO. SACKER BOARD 1/2" SETTING BED TILE VENEER _T 1 ~E,=L1E 2 =t=H=O,-~=E 0 __ C_O~U_NT_E=R'--"-S=UP~P_O_R_T_@......,;.M_E~TA_L'--"-ST_U_D_;.;,W~AL=L--,--i 12 CTRSPT@PHONE 2000-0247 ~-1r-~ ~-SEE STRUCT'L I SOFflT / CEILING I SLOPE TOP WHERE INDICATED WHERE OCCURS 1/4"~ HILT! KWIK BLT. EMB. 2 1/4 " IN CONC. FLR. 1 '-o· "-fl---16 GA. TRACK OR ·c· STUD T--;-;MAX--;_::;---ofj· ---IJ.--METAL STUDS @ O.C.-SEE PLAN FOR WALL TYPES-VARIES ---:;H--.c--tt---UPPER CABINET 3' -0" HIGH MAXIMUM 6 A4.J TYP -&=-fir--LOWER CABINET 3' -o• HIGH MAXIMUM l,!Q!£; CABINET ANCHORAGE SHALL COMPLY WITH THE FOLLOWING: VERTICAL LOAD -TABLE NO. 16A-B LATERAL LOAD -TABLE NO. 16A-0 PER TITLE 24, PART 2 OF C A C ;WALL HUNG BASE CABINET :@ STUD WALL (TYP. ANCHORAGE) - iNTS ANCHG 2000-0247 , ' 1 i i 1 :I r--------DOTTED INDICATES CONDITION L. AT LOW CABINET J FINISH FACE OF WALL --·-----Ix WOOD SHIM AS MAY BE REQUIRED ~f11--:::'T'}-__ 16 GA. x4" TRACK OR •c• STUO(S) , ,:s---(TYPICAL) ; 3 -#10 s~s W/1\" MIN. EMBED IN STUD .· -= -TYP, 0 16 OC. #12 GA. x2" FLAT HEAD SHEET MET. SCREWS 0 16" MIN. CC. MIN. TWO PER CABINET. 16 GA. x4" TRACK OR •c• STUD(S) (TYPICAL) := 3 -#10 SMS W/1\" MIN. EMBED IN STUD TYP. 0 16" OC . :.S,U••"---#12 GA. x 2· FLAT HEAD SHEET METAL SCREWS C 16" MIN. OC. . MIN. TWO PER CABINET. r--t-'tl'-1-lHI-----DOTTED INDICATES FLOOR LINE Cl BASE CABINET -----------~- ATTACHMENT AT BOTTOM OF WALL HUNG OR BASE CABINET(S) NOTE: CABINETS Cl CMU WALL SHALL BE ANCHORED W/ f"N THREADED ROO x 3 \" EMBED W/ HILTI HlT HY-150 ICBO #5193 FIN. PER --,-.~I SCHEDULE FLOOR LINE TYi'. ...--#14 x 3" CADMIUM PLATED FLATHEAD WOOO SCREWS 0 1'-D" OC -COUNTERSINK 1/4"N HILT! KWIK BOLT W/ 21" EMBEDMENT IN CONC FLOOR Cl 2'-0" OC MINIMUM (2) PER BLOCK ;3" FROM ENDS ICBC #4627-TYi' '---2x4 WOOD BLOCKING BETWEEN CABINET SLEEPERS (TYPICAL) SIDE OF CABINET BASE JOE SPACE AT CABINET [RONT CABINET ANCHORAGE SHALL COMPLY WITH THE FOLLOWING: VERTICAL LOAD -,TABLE NO. 16A-B LATERAL LOAD -TABLE NO. 16A-0 PER TITLE 24, PART 2 OF C A C - -TYP. CASEWORK ANCHORAGE , -NT=s--------------------------'::'CAS=w:::RK:-----t, 6, 2000-0047 -- ----SOFFIT/ CEILING WHERE OCCURS • • • • • • • • • • • • _,.,----t--PLASTIC LAM. DOOR • • • • • • ., __ ..,_ ,H------+-ADJ. SHELF STD. • • • • ,,,,--j--PLASTIC LAM. SPLASH WHERE OCCURS. SEE INT. ELEV. +---'=':;,,-',c___-+·/J-PLASTIC LAM. COUNTERTOP r--t--ORAWER NOTE: -FOR CASEWORK ANCHORAGE SEE DETAIL 6/A4.3 U..-----'""-::,:-1--'+-+----SEE INTERIOR ELEVATION FOR LOCATION AND MOUNTING HT. UPPER LOWER BASE CABINETS W 2 DRAWERS 3/4"=1'-0" CAB2DRWR 2000-0247 7 DRAWING NUMBER SAFCO PRODUCTS • NEW' HOPE, MINNESOTA REORDER BY PART NUMBER 8553 ---Pl'l!lrnn11m~nr..i111T.,Uflll~lllll'------j--- 24" MAX -:::: :I ------ SEE WALL TYPE ,----f--SINK W/ LEVER FAUCET CONTROLS UNO -FORCE REQUIRE NO GREATER THAN 5 LBS .,.......-COUNTER TOP APRON OR DRAWER FACE (WHERE OCCURS) .;.--CABINET DOORS {WHERE OCCURS) "---'+--HATCH AREA DENOTES PERIMETER OF PERMISSIBLE OBSTRUCTIONS ~----H--HOT WATER DRAIN PIPES UNDER 9" MIN. ACCESSIBLE LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES ,,.--.,..,---FINISH FLOOR r, '\:J ). I , ___ --LINE or CABINET FASCIA BEYOND 1 (WHERE OCCURS) -'l,--'1,--1--<-'l'--'-'---'"---~~---- ACCESSIBL SINK AND COUNTER 1 1/2"=1·-o· 'b I .. 20SINK 2000-0247 ,----------BACKSPLASH 6" ,--PLAM. COUNTERTOP 1/4" DIAM. x 3/4" HEX HEAD LAG SCREWS HARDWOOD EDGE MOLDING • •77 ·•• ••• . . . . . . . . . . _.,, .. .. ... • ~ "' 0 - .:!:. - COORDINATE BRACKET PLACEMENT W/ ELETRIC OUTLETS 6" 3/B-X6 DIA EXP BOLT -TOP & BOTTOM 1 1/2"X1 1/2X1/4" STL ANGLE (I 32" OC PLAM. CLOSURE PANEL -1/2" PLYWO COUNTER UPPORT @ CMU WALL 1 1 /2" = 1 '-0~ 3/B' ,. COUNTER OP EDGE FULL r-o" • • • • • • • • • • • CTRSPT 2000-0247 ,-----PLASTIC LAMINATE • • • • • • • • • • • PLYWOOD GE BANDING ALL ( 4) SIDES & C 16" OC F HARDWOOD EDGE RADIUS EDGES 1/8" -TYP A CAS-19 2000-0247 __,r--ADJ. SHELF. ~ !i .J ; I ~ ~ PLASTIC LAM. DOOR PLASTIC LAM. TOP, BOTTOM, SIDES & BACK NOTES: -FOR CASEWORK ANCHORAGE SEE DETAIL 6/A4.J ;_ SEE INTERIOR ELEVATION FOR LOCATION & MOUNTING HEIGHT UPPER CA INET WITH DOOR 1 1/2''=1 ·-o· UPPERCAB 2000-0247 0 !5 ..: ..: <f. • "' "' DRAWING NUMBER DWG 447-6 25 of 102 SAFCO PRODUCTS • NE'IN HOPE, MINNESOTA FIE~DER BY PART NUMBER 6553 ----~gf"l!!l!~!'.!!'!'!'J!!'!'!!!~!.~F------7 --- 1 2 3 4 KEYNOTES AACHITECT £ ,R C ii I T E C 1 S 4719 Viewridge Ave., Suite 200 San Diego, CA 92123 ' ' Glendora • Sein Diego e Aubum PROJECT I CITY OF lCARLSBAD, CONTRACT NO. 36991 A VIARA COMMUNITY PARK 0RAW1NG TITLE 1 COMMUNITY CENTER BUILDING NO. DATE I . DETAILS ' R~SION COMMENTS DRAWN BY OB PROJECT NO. 2000-0247 CHECKED BY DATE RN © 12-09-03 DRAWING NO. A4.3 SHEET~# ,OF OF#I DRAWING NUMBER SAFCO PRODUCTS • NE'W HOPE, MINNESOTA A;ORtlSI BY PART NUMBER 9553 DRAWING NUMBER SAFU:I PRODUCTS • NEW HOPE, MINNESOTA FIEOAIJER SY PART NUMBER 9553 DRAWING NUMBER SAFCCl PRODUCTS • NE'W HOPE, MINNESOTA J.EOR~ BY ?ART NUMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FEOROeR BY PAAT NUM6EFl 85!53 --l'li~!TUlli!OOf'lfl'ftl!{TQIITMJ:;LJIII'-------i-----l'OSmOH!llr,l'!Jf~l"1'!111"1H';[)lll'----~ -t ------l"OSl~l(ll!!llr,r,lf,"81~,.f~l:l'-IHi.--- _, 1'i t ff, 10 1/2" R.O. VERIFY WALL ELEVAilDN ~-ROUND TRIM, METAL CAB. AND EXTINGUISHER. FIRE EXTINGUISHER HANDLE 2 It:!' J + 5/8" GYP. BO. ----H------ . t LINE ALL SURFACES @ RECESS WITH (AT RATED WALLS ONLY) n F.S.M.S. U 2 PER JAMB BLOCKING AROUND PERIMETER OF RECESS --~~ + WALL PER PLAN FINISH FLOOR SECTION @ STUD WALL - --~--} R.._=E .... ,. ... E;r ........ 1 N_..G..,.U.._IS...,H,._E_R_C,_A_..B._1 N __ E...,T_-...... R.._E_C __ Es...;s ...... ___ F_EC-1 ----{: 13: 2000-0247 ,,/ 7/, I; 10 1/2" R. YERIFY ,---ROUND TRIM. METAL CAB. AND EXTINGUISHER. FIRE EXTINGUISHER HANDLE 4" AT el!~ACE CONDITION ATTACI-I FER MANlIF. l<ECOMMENDATION • MIN < 4> J/e' DIA E>:PAN$10N 61-ileLD6 WALL PER PLAN FINISH FLOOR WALL ELEVATION SECTION @ CMU WALL FIRE EXTINGUISHER CABINET SURFACE MTD. 1ft = 1'-011 A ' • " ' ' AV ' • " ,: ~ ' ,fit-.-·' ' ·' __,--BEVELED EDGE __,--FABRIC __,--INSULATION/ TACKABLE W-1~<;)1.,-~ SURFACE ~! ' >< '.· ..2: .. ',; ,,1f-c~----STRAIGHT [OGE t ><" ·.', ' ' 1· :'.j["~~4-----5/8" CYP. BOARD t ><" t ---l: -~ ~ -,; ------BEVELED EDGE t------RUBBER BASE ""' FEC2 2000-0247 - ACOUSTICAL WALL DETAIL , , ----------------------115 I 3" "" 1 '-0" ACOUCTICAL 2000-0247 .. . ,. 6" OR GREATER MTL STUDS . , ,,,.,-----+.If-------5/8" TYPE "X" GYPSUM BOARD BOTH SIDES r-lW--------3 5/8" MTL STUDS Cl 16" O.C. ., ,------CONTINUOUS SEALANT ..----RECESSED ELECTRICAL PANEL - VERIFY PANEL DEPTH -IF PANEL EXTENDS BEYOND FACE OF WALL, PROVIDE FILLER ALL AROUND .;JI----HJ---t, -'-------5/8" TYPE "X" GYPSUM BOARD I I I I I I AT 1 HOUR RATED WALL U.L. DESIGN NO. U465 - " . I 3/4 GYP BO WHERE OCCURS ABOVE TILE CEILING PER SCHED CONT SEAIANT W/ BACKER ROD-TYP THINSET CERAMIC TILE PER SPECS -TYP MTL STUDS @ 16" O.C. SILL E PER STRUCTTL CEMENTITOUS BOARD OVER MEMBRANE EXPANSION JOINT PERIM, OF WALL @ TILE CONC. SLAB WITH THIN SET TILE, AT SECOND FLOOR ONLY' CLEAVAGE MEMBRANE -~ • FIRST FLOOR, THIN SET TILE INSTALLED ON SLAB ON GRADE NO LEVELING CONCRETE. CERAMIC TILE FLOOR / THIN SET ON FRAMED WALL SCALE: 3" = 1'-0" TILEBASE-2 2000-0247 r-------------STUDS PER PLAN .• IP.it1=:H-----++-----STEEL STUD BACKING SEE 17/Al 1.1.5 ANCHORS -SEE ELEV BELOW . =:-;,,=:-,,c"':,1 H__."5.,.....-=:-------FINISH PER SCHEDULE .. ;;. ' ,,.,----------CONC. CURB -TYP. /,///,1//,1//,1//////,1//, ¼ ELEVATION + ~-#12 X S/S MTL. SCREWS TYPICAL r----1/2" DIA. SLEEVE ANCHORS (LOWER), #12 X 3 S/S MTL. SCREWS (TOP) - - -; .... ~""';2"""~--1~_G1...,._ .a...~H""'· o .... w"""E"-R"---s_E_AT'------------F--ss---1: 10~ 2000-0247 •· -------CONCRETE MASONRY UNrT WALL • .• ·.,i .. c,1· '--'-h'c-l,l'--'4 .r----COVER PLATE Ml ·v . . "1 .. • : <1 .. • • ' 1-1/2" 0.0. STAINLESS STEEL GRAB (CONCEALED FASTENERS) "-------1/2" DIA THREADED ROD W/ HILT! HIT HY-150 EPOXY (INSTALL PER ICB0#5193) W/ 6" MIN. EMBEDEMENT) -------FINISH PER SCHEDULE GRAB BAR @ CMU WALL 3" ::: 1'-011 _..---CEM PLASTER OR GYP. BD. ~-BLOCKING PER 17/All.1 ,,,.----COVER PLATE _,,.,--1-1/2" O.D. STAINLESS STEEL CRAB BAR (CONCEALED FASTENtRS) MOUNTING FLANGE W/ 3-14 GAUGE X REQ'D LENGTH S/S MTL. SCREWS THRU 3/4" q PIPE SLEEVE f ~~~ITIOUS BACKER CBCMU 2000-0247 ht CEM PLASTER GYP BO SIM ,Hl:iJi!-1,,.,,~BLOCKING PER 17/All.1.5 COVER PLATE 1-1/2" O.D. STAINLESS STEEL GRAS -BAR(CONCEALEO FASTENERS) MOUNTING FLANGE W/ 3-14 GAUGE X REO'D LENGTH S/S f.!TL. SCREWS f,IUI--CERAMIC TILE ., i AT AI CERAMIC TILE - 11 • RECESSED PANEL @ I HOUR WALL 3" = 1'-0" recess-2 2000-0247 GRAB BAR AT METAL STUD WALL 16 I --...,..,,.--,--,,-------'"""------~----------------1 1 1/2"=1'-0" CB 12 -2000-02,1.7 CERAMIC TILE GRAB BAR SEE 14/ - 219c._• -.-----::r:::ii[bcl;;18 2'14. TOILET TISSIUE _ _,_, DISP 0 MASONRY WALL IC TILE BAR CERAM GRAB SEE 14/ - 2 19. TOILET DISP 2'14. TISSIUE , -.. . b , -. 2c3/4 c; •. ' l .. 6 / 1 ' ' •. !' . . , FRAMED WALL - -;--~--1/~--~!-- 1 ..... ~;..;;.?...;.O=M .... R=E=C,_E,_SS;;..;;E;;,;;.D_A;..;.C;;..;C;.;;;E;..;;.S,_SO;..;.R..;.;.;I E=S;...... ____ RE-Cl-----lr 5 ") 2000-0247 ; ✓---------SEALANT ----------CEMENT BACKER BOARD ----------CERAMIC TILE / FRP WAINSCOT ✓---------SEAIANT ,,.,-------CROUT UNDER PLATE -TYP ,,.,-------SERlnCE SINK .·. •: .. ' . . ·-~ . '•· . . . . "• ... · •, .• 'ad . • • ' ' WATERPROOf MEMBRANE ·.• .... CONCRETE SLAB TILE/FRP WAINSCOT @ SERVICE SINK 2 1/4" /4" FLOOR JOINT CEILING PER SCHED MOPSINK 2000-0247 CONT SEALANT W/ BACKER ROD-TYP CERAMIC TILE PER SPECS -TYP BOND COAT MORTAR BED SCRATCH COAT MTL LATH OVER MEMBRANE EXPAN Jr. PERIMETER OF WALL II TILE MORTER BED W/ REINF 1 1/4" MIN, 2" MAX CLEAVAGE MEMBRANE SEE FINISH SCHEDULE CROWN UP I TILE-SLOPE TO DRAIN UNIF . " q FLOOR JOINT FLOOR JOINT - . ,:t /4" CERAMIC ~ILE FLOOR.\/ WALL --;c--~--~-;1--~,....~...,1 .... _:.,... ;;;.ET;,,,..;.A,;.,.R;,,;;;E .... A_S,__ '-------T-1LE-BAS_E_--1: 7,, .. ~ ,:t 1 1/ /4" CMU WALL PER PLANS CEILING PER SCHEO CONT SEALANT -TYP 98156 THIN SET CERAMIC TILE PER SPECS -TYP THIN SET PER SPECS EXPANSION JOINT PERIM OF WALL @ TILE CONC. SLAB W/ THIN SET TILE, CLEAVAGE MEMBRANE - CERAMIC TILE FLOOR / THIN SET ON CMU WALL . @ ----,,.~--------1 8 SCALE: 3" = 1'-0" TILEBASE-3 2000-0247 • 0 ·. . . . • • DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 8553 ,--------CEMENTITOUS BACKER BOARD ..,,-----CERAMIC TILE FULL HT. W/ COVED B/oSE. BOND COAT ~-CONCRETE SLAB ln ---SLOPE OF FLOOR II ACCESSIBLE TOILETS AND SHOWERS NOT TO EXCEEDl/4" PER FOOT CERAMIC Tl E @ RESTROOMS 3"= 1 '-0" .' . . .. ~-------CERAMIC TILE FULL HEIGHT =--------CEMENTOUS BACKER BOARD SLOPE OF FLOOR @ ACCESSIBLE TOILETS A)lll) SHOWERS NOT TO EXCEED1/4 PER FOOT CERAMIC TILE @ RESTROOMS 3"=1'-0" GRAB BAR MOUNT SEAT COVER DISPENSER SLOT 3'-4" FROM FINISH nooR COAT HOOK GRAB BAR HANO DRYER PAPER TOWEL DISPENSER MIRROR SOAP DISPENSER CT-NW 2000-0247 CT-W 2000-0247 ~ ·1 'lnl -,!, MAlt> LR.~ " HAND~E OPERABLE FROM OPEN SIDE (TYP) INSULATE WASTE & HOT WATER WHERE OCCURS FINISH FLOOR WATER CLOSET URINAL MIRROR LAVATORY NOTE: HEIGHTS SHOWN ARE TYPICAL THROUGHOUT UNLESS NOTED OTHERWISE TOILET FIXT RE & MOUNTING HEIGHT 1/4" = 1·-0· 18" MIN ALCOVE DEPTH I A--WALL PER SCHEDULE ------...__ --, BACK PANEL ----------.. 3/16" THK STL MOUNTING PLATE W/ 4-3/8~" ALL THREAD, NUTS AND WASHERS Cl FRAMED WALL, 4 3/8" (ii X 4" EXPANSION SUPPORT CARRIER ANCHORS Cl MASONRY Ill--++-~ STANDARD DRINKING FOUNTAIN TLT-FE 2000-0247 . . ~ .\ .. ,, , .. :: '-· . ., ~-'·. -. . . ' L • •' , ·~ ·-:,:;~· ;; •• '-e ~ .•, ., . : ... ' . -~· . : ,_ -· ,., . , l :/.: ~: l'll!--f.-1---~11--ACCESSIBLE DRINKING FOUNTAIN i=TTTTT~' ~,i,:•~: l ------'•'. 11 • i \_CHILLER UNIT @ ; \> : ,---+------~,-COMMUNITY BUILDING ONLY . -•~ :; -~ · .. / -~~-.' J::-:· -:,:: :;~ :)--'.~ _.:::-.·:~ ·::_ ~~:' ~ DRINKING Fl UNTAIN SECTION 3/4" = 1'-0" DFSECT2 2000-0247 DRAWING NUMBER . DWG 447-6 26 of 102 SAFCO PRODUCTS • NEW HOPE, MINNESOTA REOACER BY PART NUt-.1:!E:R 6553 ----1---· ' 1 2 3 4 ARCHITECT SEAL PROJECT KEYNOTES NTD RCll!TECTS -4119 Viewridge Ave., Suite 200 San Diego, CA 92123 Glendoro • S011 Diego • Aubum • ! ~, ... Ci<'CAL ,,,,,.,,.,,.,,,,1.,11"' CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING DETAILS NO. DATE REVISION COMMENTS CRAWN BY PROJECT NO. DB 2000-0247 CHECKED BY CATE RN C 12-09-03 DRAWING NO. AS.1 SHEIT~ OF OF#I ~ DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA F18JADER BY PART NUMBER 6553 --~!'Osrn~Ell'11cill'PIU1o1T!WiT11r.;1.111r.-- .• DOOR PER SCHEDULE 1~4--HOLLOW METAL FRAME, PAINTED ~~!'.....!,--,4J,,..,4--GROUT CONT SEALANT W ERE FIN OCCURS -<-<~~ °\.-_,,. _ _._IL-+-BACKER ROD & SEALANT 10" LONG MASONRY 'l" ANCHOR MIN. 3 PER JAMB ,.....,1'-Hf+---,,L--+---,,,__...,,_--JI--SEE DOOR SCHEDULE FOR FRAME TYPE 5/8" 3/ij · • --1'-+----'--~±::::._J-'---'.'--'-. _;._,._..~.A_ DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA AE[l'lOER 8Y PAITT NUMBER 6553 • "' ., . ... .... ' . • • ' . .. . . : .ti . . . • . 4 • •• 'II'.. / / 3/8" 5 3/4 -.H--+....:....:l-~I'- I I I I v---- 1 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FEORtlER BY PART NUM"BER 8553 UNE OF FINISH OR FURRING WHERE OCCURS CEMENT PLASTER J MOLD BACKER ROD & CONT SEALANT C.I. FLASHlNG C HEAD + DRAWING NUMBER SAFCO PRODUCTS • NEIN HOPE, MINNESOTA FEORDER BY PART N~ER 8553 DRAWING NUMBER j,AFCO PAODUCTS • NEW HOPE, M1NNEOOTA REORDER BY PART NUMBER 6553 ---P!l:lTT111!1~~9!''l'!'!ll!"Oll111l~IJII~------1--- ,. · .:..:-i'=--*.4------1/2" DIA. ASTM 307 AB II 24" O.C. -TYP. ., ... i . 1// ~-J MOLD .;j__---SEALANT 3/8" X REQ'D. WIDTH STEEL BENT PLATE. '------------DOOR GUIDES BEYOND l!l I 1,, --'l<---i---;;i. -- 5/8 --- DOOR PER SCHEDULE 1-FLOOR ANCHOR AND MIN. THREE{3) JAMB ANCHOR CLIPS PER JAMB '---SEE WAUL TYPE SCHED. DB STEEL STUDS TYP C JAMB HOLLOW METAL FRAME --~;.. .. O;..~;..R""'"r-"'"'~;..~"'"M-B;..._ _______________ 20-R1-1A2--@13 2000-0247 -=;:.:..~:..:.;;:;..o..:;;.~.;;.OO.;:.:R~H.:..=E;;..;AD~....;C;..;;E;.;.;.M-=E;;..;NT.;...;.P-=LA;;..;S;;;.;T;.;;;E;;..;R_O.;:.:N""'""-,;C;;.;.;M;;..;U;.___Ex-To-ooR-HD---r: g., ~.~~~~EAD COILING DOOR-HEAD 2000-0247 130R52A 2000-0247 INTERIOR DOOR JAMB 3• = r-o· 2DR23 2000-0247 • • • CMU WALL -SEE WALL TYPE SCHEDULE MORTAR JOINT CEILING WHERE OCCURS •-""'--1--------GROUT ,________ CMU BOND BEAM f,4---,L-1-------REINFORCING BARS -SEE STRUCT • . . BACKER ROD & SEALANT GROUT HOLLOW METAL FRAME, PAINTED DOOR PER SCHEDULE 15/1 " 15/1 " 1 1/2" 3/B.,i.;i,. _ _.::_..:_3/,_4:.__.;,.. - -~-~T~!=~~.~~:,-"--D~O~O....;R""---H~E~A~D-----------00-R3-1C---114 2000-0247 •••• --7· . " . . . .•. ·. ·1 .. .. _,, _ _J . 0Q0R PER SCHEDULE & PLAN H~LOW METAL FRAME, PAINTED GRbUT I I I I I Cf.lU WALL VARIES IN DIRECTION SE~ PLAN I I I I Fl~ PER SHED WHERE OCCURS "t------".,----':.......lff-- - -J ...__ REINFORCING BARS -SEE STRUCT '----CMU WALL SEE WALL TYPE SCHED. '-----BACKER ROD & SEALANT '------10" LONG MASONRY "l" ANCHOR MIN. 3 PER JAMB -TYP. ALL OCTAILS 5/8" 3/8' VARIES 2 • OR 4'-SEE SCHEDULE ...,__,,__,~ ......... ...;~;;..; .. 0;;..;0;;..;~..;.. • ...;~~~"-M"'"B _______________ 1_DR-1,---1@1s 2000-0247 > • :f."-~ 3/B" ,,,.. ..•... . . .. ~--+'II-BOND BEAM ~--ti-GROUT r--➔'1-REINFORCING BARS -SEE STRUCT '------!+-__::::,.__ __ c___ BACKER ROD & SEALANT HOLLOW METAL FRAME, PAINTED DOOR PER SCHEDULE 15/1 " 5 3/4" -~~~T~E~~~.10~0~~ • ...;D_O_O~R.;....;...H~E_AD~---------~3D~R1~6---l16 2000-0247 • ... 7 3/8" l ' . . ., . . . : .a 5 3/4" SINGL DOOR LATCH SIDE l LINE OF FINISH OR FURRING WHERE OCCURS J MOLD BACKER ROD & CONT SEALANT -=;:;..;.~:.:.:;;_....; 0 ::;;.;~O:;.;O;.;.R;,,,.,,;,;.JA.;;.;,M;.:;.B_(:..:..H;.:;.EA~D;..-:;.S~IM;.;,,j. )....;__C.;;.;E;:.;.;M,;;,. • ...;.P-=LA;..;.;S;;..;T..:;;.ER;.;.......;;O....;~:....84 .;;.CM;.;.;.U;;;_r'" 1-0 ~ 2000-0247 . . . .,., '. . . ... . 4 '•' ..• ~ "' .4. • _,,.--DOOR GUIDES ~-ROLL-UP DOOR PER SCHEDULE 1/2" EXPANSION JT. CONT. FROM BEYOND ! SLOPE 1/4" PER FT . ,,, i-.. . • • ,d 4 EXT. CONC. SLAB ..,. '• . ' . . . OVERHEAD COILING DOOR SILL 3• = 1'-0" 150R53 2000-0247 ~3/~ -,i,sr----,-,-,---,-,.'IJ----,--,-lrnT-/----CMU WALL-SEE WALL TYPES SCHEDULE .. .. •. r----BOND BEAM GROUT REINFORCING BARS -SEE STRUCT .. : . . .. "----Jl--.:i::,,. _____ BACKER ROD & SEALANT 2· HOLLOW METAL FRAME, PAINTED DOOR PER SCHEDULE 3/8"*_..:5....::3;.../4:.._"_--+ 11 I - ~~~~T~_E~~~.1O~0~.:....:D~O~R~H=EA~D;;._ ___________ 30R-13---112 2000-0247 ,--,i'>½---CMU -SEE WALL TYPE SCHED. 1/2" DIA. ASTM 307 AB C 24" O.C. -TYP. CEM. PLASTER J MOLD --SEALANT #4 BAR II 16" O.C. WELD TO BENT PLATE '--DOOR GUIDES L------3/8"X8'-0" X REQ'0 WIDTH STEEL BENT PLATE --..... ___ ROLL-UP DOOR PER SCHEDULE. - ~~~.!~~~~~~~~~~D~c~o~1L~1N~G::....:D~o~o~R:....::,:JA~M~B;;._ _______ 11 _DR~~A---1;'a~ 20C0-0247 DOOR PER SCHEDUL FACE OF DR FRAME BEYOND DOOR SILL @ INTERIOR FLOOR ,. FIN PER SCHED \ ( MTL STUD FURRING C 16" O.C. SEE WALL TYPES & PLAN FOR : :. STUD , :·; ~ ~-,,, ' ·:-. INTERIOR DOOR JAMB 3"= 1 '-0" .. 1/4" DIA. HILTI KB-II (COUNTERSUNK VERSION) (INSTALL PER ICB0ff4627) W/ 2" MIN. EMBED. & 2" MIN. EDGE DIST. . . J........---1 ~-'LW~-~...,l 2 1/2" MM:.--,_ '---2" EXP~SION JOINT TYP Ii> B" CMU 10DR39 2000-0247 FIN PER SCHED CMU WALL SEE WALL TYPE SCHED. BACKER ROD & CONT SEALANT 1 J/4 WHERE NOTED exterdrjmb 2000-0247 8 --t-i:,;;r--,fr--s;::;?ll!I==----SEE WALL TYPE SCHEDULE .,, • ' 1/ • ' \:; 2" VARIES INTERIOR D , OR HEAD • :;._ - 41 , ., • • EXT. DOOR SILL FINISH PER SCHEDULE VARIES ,.· i'. lf.)1-----SOUND ATTENUATION BLANKETS 2" WHERE OCCURS ~----METAL STUD COMPOSffE BEAM 1/2" . ... , .. ;.J .... DOOR PER SCHEDULE HOLLOW METAL FRAME 4DR26 2000-0247 FACE OF DR FRAME BEYOND DOOR PER SCHEDULE BRUSH WEATHERSTRIP ALUM. THRESHOLD W/ 1 :2 SLOPE MAX SEALANT SLOPE 1/8" /FT. (MAX.) CONC PAVEMENT CEMENT MORTAR FILL SEALER & EXPANSION MATERIAL SLAB ON GRADE THRESHOLD ANCHORS PER SPEC FLOOR FINISH l>S NOTED CERAMIC TILE SDR42 2000-0247 ,~-CEMENTITIOUS BACKER BO I'--METAL STUD COMPOSITE BEAM 1" X 1" CAP TRIM I • ~-CONT SEALANT '----------DOOR PER SCHEDULE INT. DOOR EAD @ CERAMIC TILE MTL. STUD 3" -:= 1 '-011 JAMB SIM. INTERDRHD 2000-0247 . DRiw~G4 ~y~BER 27 of 102 SAFOJ PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUM!3ER 8553 1 2 3 4 ARCHITECT SEAL PROJECT -------! KEYNOTES NTD Al!Cl!ITECTS 4719 Viewridge Ave., Suite 200 Son Ciego, CA 92123 Gl~ndoro • San Cliego • Auburn ... ,.O~m,A1.,,,, ,,,, ~ ~" ,~~ ~1.1{~ ,.,,.,,,,111,1,,,1,1" . CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK ORAWING TITLE COMMUNITY CENTER BUILDING NO. DATE DOOR DETAILS REVISION COMMENTS DRAWN BY DB PROJECT NO. 2000-0247 CHECKEO SY DATE RN © 12-09-03 DRAWING NO. A6.1 SHEET~ or ID~ -,.. . . DRAWING NUMBER SAFCO PRODUCTS • NEVV HOPE, MINNESOTA FIEOROER BY PART NIJM$leFl 8553 ---·--· -rcamOM IDll!" '.lf f'IIIIIT Ill liii:'l lllff -----·--1--- DRAWING NUMBER SAFCO PRODUCTS • NEVV HOPE, MINl'ESOTA fE□RtlER BY PART NUMBER 8553 ---PllSITIIJH!llGEllfi'!llll'"IJll°™ISlllfc----1 DRAWING NUMBER SAFCO PAOOUCTS • NEW HOPE, M!NNEEOTA FIECROER 8Y PAITT NUMBER 6553 --l'!llfT!Oij9:Ml'l'?l'.iM1",)!1111l~lllll'-- • L· ..• r1~71;;:-.7,_:•~_:J·.v'•--/-C:·.-:T./r-:~:"">-;-, ..... c;:._ =::+--!:L~~~E;1uo WALL -SEE .. ! / • ,. . .'"' . ll. ·: / __ • __ '____,,_·,,,___ CMU -SEE WALL TYPES FORTLAND ___ _,·-I/ . ·•. ' . • ·• / ..,,.--t,.c'f:-STUD HtADER AT CEMENT PLASTER d/ .. . .·· :.· .. ./'_ /.' ,·· WINDOW HEAD CONDITION CASING BtAD • ., r .... q 3 ~ ., ;;,- C.I. HASHING Cl HEAD l , . . . .. ,. .. I'-.: ---I :: ''----1------SEALANT & BACKER ROD TYP. FOR BOTH SIDES llks,-J\,= \, '-+------..., HOLLOW METAL FRAME f--+-f--------WlNOOW GLAZING PER SCHEDULE 5 3/4" CMU WALL PER FLANS ,. ..• .... , DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REOR~R SY PART NUMBER 8553 --1")l;tTTll!IW->l':iF;J;tll'rllfl'lll~lfll!'-- CEM PLASTER -~\ :·; ' C.I. FLASHING .. . ·;_: . . ,·i.~ "" lrr!',---7;:c:.. -~-,..,,...--~---' -- ff-/-~__;'IJ~ CONT BENT,<!. 2 1/2" X 1 1/2' X 1/4" , W/ 3,a• t X 4" WEDGE ANCHORS @ 24 o.c . ..,,.----SCREEN .v l 4" , l , 13 ELECTRONIC SHADE @ WINDOW HEAD 3''::: 1 • -0" SHADE1 2000-0247 -. LOUVER HEAD @ CMU / CEMENT PLASTER WALL g 'i _JAMB SIM. ._ , 3"=1'-0" LVRHD 2000-0247 14 15 16 , ~-5/8" GYP. BOARD -.-r-W,~ . ...,--r---r---r,-1:/ / / r-F+---OBL 4" STUDS FULL HT. / i; OF JAMB r,....,¼,--d· ,.11--.------1 - . · '\ =-- --ll'-l .. -+-,-,-,,,-._, ._._ -----~ ·{-l~ C ' P=-"""'--=='l'',,\!=;.-,dl.-----__J , JAMB TO DBL. STUDS 0 ? \_ ATTACH MANUFACTURER DOOR .... . 1/ b·-½c_,L/ /--,L.1---...J.,4; ~--CMU -SEE WALL TYPES V - JAMB @ FOLDING PARTITION ..;;.3~"-~1~.~--0'-,-=--;;;,,;;;;~;.;..;;.._;...;..;...;..;.;.,,;.;..;;,.;..;. ____________ ~_DG_P_AR_T----4._ 10, 2000-0247 11 12 ' BACKER ROD & SEALANT \ r -~ I:". -r: C.I. FLASHING --'"I .: .. .. . 4" CMU WALL PER --;,-c-J.'· _ PLAN ·, r i/ ' ..: . CEMENT FLASTER :· "-4" r--. ... SCREEN CONT BENT L 2 1/2" X 1 1/2" X 1/4" W/ 3/8" t X 4• WEDGE ANCHORS Cl 24" O.C • LOUVER SILL @ CMU / CEMENT PLASTER WALL 3"=1'-0" LVRSILL 2000-0247 HOLLO\/ METAL FRAME -PAINT / A'~-FOAM GLAZING TAPE -TYP. 1--------rr-""'i 4-----/,~1/~/;.<--;;r-+ VlNDDV FER SCHEDULE I I • ~ /.,, " , , '. / • ee GA Gl CLOSURE STRIP PAINT '->-FACE OF' GYP. BD BEL □V HDLLDV METAL VINDDV MULLION 3• = 1'-0' MULLl□N 2000-0247 - - 8 DRAWING NUMBER ~Q'mlMBER 28 of 102 BAFm PRODUCTS • NEW HOPE, MINNESOTA FIEDR!l:R BY PAF!T NUMBER 8553 !,AFCIJ PAOOUCTS • NEW HOPE, MINNESOTA FIEClPOER SY PART NUMBER 8553 --PMmDN~llllElll'PIIINTllllffll~UIIF----. ---~ ---- • SINGL DOOH LATCH SIDE 3/8" 5 3/4 ...,_ _ _,,_~.,.__,._ I I I v-- 1 EXT. DOOR HEAD-VENEER ON CMU I "' 8" I« Cl SINGL DOOR LATCH SIDE 3/B" ' l 5 3/4" , l , If STONE VENEER LINE OF FINISH OR FURRING WHERE OCCURS 1/2" SETTING BED BACKER ROD & CONT SEALANT G.I. FLASHING Cl HEAD EXDRHDVEN 2000-0247 LINE OF FINISH OR FURRING WHERE OCCURS 1/2" smING BED BACKER ROD & CONT SEALANT ' 1 l .. . - EXTERIOR DOOR JAMB-CEM. PLASTER ON CMU , ' -3~"~=~1~'-~0~.:..::..:.:...-F-,;;.:;.;.,;...;;;..;;;.;.;;;;.._....;;;.;;~....;,..:;;..;;:;..:..=:.;.;....;~...;;.;.;.;..;;;..._~FG~84----(._2, 2000-0247 STONE VENEER ,-W~. ___ LINE OF FINISH OR FURRING WHERE OCCURS 1/2" SffilNG BED METAL CASfNG \"----+--11--1---1-------1---STAINLESS STEEL DISK SLOT ANCHOR (6) PER STONE Cl HEAD. EPOXY TO VENEER RECESS & TO MASONRY. 5 3/4" l l , ...;;-"!;..;.~;;;,;E~~!.;;.0;..;.R .. D;..;O;..;O;..;.R.;....;.H;.;;;E;;..;A_,D_-_V.;.,;E_,N.;.;;E;.;;;E;;..;R_O.;;.N;.;....,;C;.;.M_U ______ E_XD-~-BVE-N---1' 3, 2000-0247 - STONE VENEER 1/2" SffilNG 6ED METAL CASING """----1---11---+--+------I---MITER Cl CORNER -TYP. l II 5 3/4" , l 1 EXTERIOR DOOR JAMB-VENEER ON CMU EXDRJBVEN 2000-0247 ' 4 ) • ARCHITECT PROJECT KEYNOTES NTD 4719 Viewtidge Ave., Suite 200 Son Diego, CA 92123 Glendora e Son Diego • Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING WINDOW DETAILS NO. OATE REVISION CO~MENTS A DRAl'IN BY PROJECT NO. DB 2000-0247 CHECKED BY DATE RN © 12-09-03 DRAWING NO. /I I\ A6.2 /I SHEET~ II or OF#'"~ 1 DRAWING NUMBER DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 8553 DRAWING NUMBER $AFCO PRODUCTS • NEW HOPE, MINNESOTA FIECFIDER BY PART Nut.18ER 8553 DRAWING NUMBER 6AFCO PRODUCTS • NEW HOPE, MINNESOTA RECl'IDER BY PART Nl..l0.'!81:R 855,'3 DRAWING NUMBER SAf(lJ PRODUCTS • NEW HOPE, MINNESOTA FIEORCER av PART NUMBER 8553 DRAWING NUMBER DWG 447-6 29 of 102 SAFCO PAOCJUCTS • NEW HOPE, MINNESOTA f!EORbER 9Y PAFrr t<UMtlER 8553 --!--- SAFOJ PRODUCTS • NEW HOPE, MINNESOTA REORDER SY PART NUM£li::R 6553 ---fmlTTIIIIEDIIEOfPllnllN-nllsUIE------_-) ' --,os~h'EDG{OfPIIKTIINTIIISUIIE------i---~ -l'OSrrtllh'EOO£~PIINTDIITHISUME---....----1 ---____,.. -l'OSll'lllN Ell& IJf PMMT OIi THIS UkE------1 ----. --POSl110fl!ll&EOFl'!UIITOIIT111Sllft-- ____ ,_,,_,,...,. __ --l'OSl'l!ONfJIGEll'l'llllfTOPITIIISllllE----- 5 3/4" 1-Hf-------,f--+------WINDOW GLAZING PER SCHEDULE --t----l------SCHEDULED WINDOW I ..------FOAM GLAZING TAPE ~----TYP. FDR BOTH SIDES ~~Sl:::~:G:~~~=-=-=-=-=-=-=-------=--=--=---~f ~=.:==~~~~--.;::::;,.~-: .2;:::z: .. ·.:,;:••;:·: -;:· ·=·-~-SEALANT & BACKER ROD PORTLAND CEMENT --... PLASTER 1 /2" SETTING B£0 STONE VENEER $LOPE ... •• • : . . : ... " . "·.' . ' • " _sq • -....)"-t .. ci.. METAL STUD WALL - ·: SEE WALL TYPES AH--METAL STUD WALL SEE WALL TYPES ..___ _____ SEALANT & BACKER ROD TYP. BOTH SIDES ....._ ______ CASING BEAD HOLLOW METAL FRAME -PAINT ....._ ______ FOAM GLAZING TAPE f-+f---------ARTIST GLAZING lr-1-tt----&t---llH---iH--------WINDOW GLAZING PER SCHEDULE 6 1/2" l , -~.,,. .. ~-~.,...; .., 0 ~_1 N_D_O-W.;......;S-I L=L __ @--a.CM_U.;.._V=E_N_E-ER-'--W"""'/ / __ C_EM_E_N __ T ___ P LA;;;;.wiNV.;,;;;~.;.;~~-R R~: 13: 1 • ~~~;_ 0 ~1N DOW HEAD 2000-0247 HMWINDHD 2000-0247 ® 1/2" SETTING BE0-11-'.:J. ,If .. ,' . STONE VENEER/ OR TILE-SEE ELEV. CASING BEAD __ _, G.I. Fl.ASHING C HEAD ! -• ~: . . . ,., • : .II • .. •• ': ', • > I • <f "'4 .. . ... _.: .•·:.-.,__ • .... ,jl'' •,.:. • • : . . ~ :' ' . " . "' ..... .e•i ~-•-•• • rc-+4--METAL STUD WALL -SEE WALL TYPES ,++.+-THERMAL INSULATION PER SPECS. ..-11,.+-STUD HEADER AT WINDOW HEAD CONDITION -'---------SEALANT & BACKER ROD TYP. FOR BOTH SIDES !'---+---------HOLLOW METAi. FRAME 11---1---l---------DOOR PER SCHEDULE 5 3/4" l NOTE: JAMB -1 o• LONG 'l" ANCHOR -(3) MIN. PER JAMB H.M. DOOR HEA~, & JAMB (SIM.) -':-::-1=~-~;..;.u___.;.w"-,A,;;;;L-L_W~1.__1V.;..;;E;;.;.N,;,;;;E;;.;;;;E;;..;R___.;. ________ W_INH_DV_NR_---1:14: 2000-0247 • • .. . . . .... ·.. ,&: .. . .JJ : -~ .. _..,,_ STEEL STUD WALL -SEE WALL TYPES SCHEDULE •.\ ...--H-CMU WALL-SEE WALL TYPES SCHEDULE ... • ....__ ___ -1...1-__:~----BACKER ROD & SEALANT TYP. EACH SIDE. HOLLOW METAi. FRAME, PAINTED ....__ __ FOAM GLAZING TAPE GLAZING PER SCHEDULE 5 3/4" INTERIOR WINDOW HEAD ' 15 > 3" = 1'-0" FIN PER SCHED \ t .. , MTL STUD FURRING O 16" 0.C. SEE WALL TYPES & PLAN FOR .. STUD ,.: ~ ;~ . :-;-.,, 3/8 ' .. , 0: ,:,":' •': "'1, ,._~ •,,:',-~--H~:•>:• ~~ .. ,.:•:-,, 3/8" 2 1/2" 3DR16 2000-0247 FIN PER SCHED CMU WAI.L SEE WALL TYPE SCHEO. BACKER ROD & • - SEALANT, TYP. EACH SIDE MAX ---., __ FOAM GLAZING TAP£ 1 3/4" W ERE NO ED -L...L..J.LU'I •--'---'..L ~~~~!~f~!~~~R.:....::D~O~O~R~J~A~M~B~S~IL~L:...;;.S~IM~.~------INTW-JM_B _ _,16 2000-024? CASING BEAOI----' STONE VENEER OR TILE-SEE ELEV.----.!:, H.M. WINDOW JAMB FDA M GLAZING TAPE CAST CONC. X 4 X 8 W/ GRAL COLOR PRE 10 INTE MIN SLOPE FOR SILL DRAINAGE ~ !?: " ':: • "' \ " • • t .:: 1--.. ' JU! 6 1/2" t 1-lft-H-------ARTIST GLAZING I ~-ll--l!-1--1!+--IH-------WINDOW GLAZING PER SCHEDULE • • "' •. ,q • . "· "il, .. 'l:" • ... ' . :. •' "~ •,c, •• •• "· : • • ' • ,Q _,q 6 1/2" I\ \ V " re ,. • .. • •• •. •• b r _...--FOAM GLAZING TAPE ~--HOLLOW METAL FRAME -PAINT ...----SEALANT & BACKER ROD TYP. BOTH SIDES / 4TYPCMU3 2000-0247 , '- - 1Q I WINDOW GLAZ ARTIST Cl.AZ! ING PER SCHEDULE NG HOLLOW AL FRAME -PAINT MET SEE WALL s CHEDULE BACKER ROD & SEALANT SIDES TYP. BOTH • • b ,_ FINISH FLOO R ..,. . ~ EXTE PAVl RJOR \ NG •. ,J-',:'•.•;-. ·-·:'": ,•' ·. i.i: ... ... ,1;,,'l>•'\'"•'"i• -~ b> . . •• .. ,':h: ,''•;, •;;", • : ....... -:, ... ':,-.. :--:: iW, rrill I I II 3 1/2" .l!!111~ffllmm_ m .. · · ·" ,- • .. • .. • H .. • 0 ••• . b .. • ' ' . 3• ' . ' . .. . . ' .. I • •• ... ·• .-. •• -' . •• • • • • · . .. ' ' • •· .. •• ~b. .. • ·•· ·b . "' , .. . b ... -l;;;Illn'];!lnJ.i-,, ,b· • ' .. I . .. DRILL & GROUT ' •• . f .. #4 DOWELS (2) PER SILL TYP. . ... • • • ' .. •. .. . .. . . ... •• • .. ·b. • • • .. .. ·• --'~-. ~ .... ~ ... ;_-ow .... '-IN_D..;;O_W;....;;S;.;,,;IL;;;;L;.._ ____________ F_XOWS-ILL2--'11' 2000-0247 ~ BACKER ROD & SEALANT ---- BOTH SIDES EXTERIOR PAVING DRILL ANO CROUT ~ 1.:- 2· 5 3/4" l~r::=~1:::_::➔t_-_-_-_~~~~ WINDOW GLAZING PER SCHEDULE \.I SCHEDULED WINDOW ----FOAM GLAZING TAPE .,,---HOLLOW METAi. FRAME --LEVELING GROUT •• •. • t:,. .4 . : ' ' • ' • 0, • . . . • • FINISH FLOOR ~ • , ,i A, to. . Ci • . ... ' ,. . . . . . .... ,. ., . . ,• . • • • '5" . . ... #4 DOWELS (2) PER SILL TYP. ---I'!---..<, ._ "'!•-,-';-• . · ..... 4 .. • • ..:.H.;:;,;. M~--W~l.;..;.N D;;;..;O;;..;.W;;.....-;;.S;.;;;I LL:;:..____-----------,---,--,,.... -@12 3"= 1 '-0" FXDWSILL3 2000-0247 2" 2" VARIES H.M. INTERIOR WINDOW HEAD . 3• = 1·-0· • U.N.0. STEEL STUDS COMPOSITION BOX BEAM GLAZING PER SCHEDULE ,------ \.__ CLG WHERE OCCURS HOLLOW METAL FRAME, PAINT 5Dr55B 2000-0247 -----------WINDOW GLAZING PER SCHEDULE ~ • "' HOLLOW METAL FRAME, PAINT v--DOUBLE STEEL STUDS - SEE WALL TYPES '------WALL WHERE OCCURS -, ' 5• \.. . - ..:~.;.;.;.:.:.:~;;...- 1 .;,;., I N.:.:. 0 ~.;:;.E R:.:.:l.:;.O :..:.R ...:W.:.:.I N:.:.:D;;.;O;.,;,W.:.....:;.:JA..::.M:.;,,:B;;...-'--/S;;;;.;l.;;;.;LL~S.:.:.:I M.:.:..· ___ 5_0,55A----r,,_ G' 2000-0247 VARIES H.M. INTERIOR WINDOW SILL 3" :: 1 · -0" PORTLAND ------1 CEMENT PLASTER CASING BEAD --, • • .., ',d •. . . . . . .4·: .. ,I. . . . . ... ... • . ... .., .. • .. :. • • ., __ ,d • ' :i . . . •' ' '!~•- 2· 1.----WINDOW GLAZING PER SCHEDULE ~-HOLLOW METAL FRAME, PAINT '---TRACK 1/2" ..,---METAL STUD WALL- SEE WALL TYPES • 50r55C 2000-0247 ,-,H-METAi. STUD WALL -SEE WALL TYPES :• r-lH--STUD HEADER AT WINDOW HEAD CONDITION ~-------SEALANT & BACKER ROD TYP. FOR BOTH SIDES ....._ _____ HOLLOW METAi. FRAME FOAM GLAZING TAPE -TYP. G.I. FLASHING --~ Ci> HEAD IH-tt--+--+,---------WINDOW GLAZING PER SCHEDULE J, __ s_J/_4·-+J H.M. WINDOW HEAD & JAMB (SIM.) AT CMU W CEMENT PLASTER 3"=1'-0" NOTE, JAMB -10" LONG i" ANCHOR -{3) MIN. PER JAMB 4TYPBCMU 2000-0247 - , ' \. 7• - 8 CMU PER •PLANS ---.. / . -:~ :: ' , .. '"" J sc,rn"' \ •.: . ; '. ~ G.I. FlSH @ HEAD ONLY ---.. I! tj "' 2; . :, GLAZING PER SCHEDULE • ' •· 1.1·' ·,,.:. •. ; • ., • ,ti • ' ' ft . ·•·: -~---,· . l , METAL STUD WALL SEE WALL TYPES '---MTL CASING SEALANT & BACKER ROD '--TYP. BOTH SIDES "-----HOLLOW t.lTL FRAME ..::..:.,!~:.:. 1 E:;;.:,~;.., 0 _,..:W.:.:.l:.:.N;.., O;;;.W;.;....;H:.:.E;;;.A.;;;;D;..._ __________ ~Fx:'.'.'Dw::-:oH=-D -'1' 2000-0247 \._,:_/ ' ., CMU ER PLANS ---... FINIS PER SCHEDULE "' CONC SILL ---1- GLAZING PER SCHEDU E MTL STUD WALL SEE WALL TYPES "--MTL CASING SEALANT & BACKER ROD TYP. BOTH SIDES .....,___ HOLLOW MTL FRAME -.......i-FOAM GLAZING TAPE l 2 112· l s 3/4" f · ' U.N.O.' ..::~.!=:.:.X1:;.;~~:;..0,,_;" W;.:.:l~N~O..:.;W:.....:;.JA;..::M~B;;;;._ __________ .....,F,,..Dw"""DJA,,..MB~-'2" 2000-0247 \.V SEALANT & BAC ER ROD ----~ TYP. BOTH SIDES ., • ... #4 DOWELS (2) PER SILL TYP. -- : . • • 2" .• L 5 3/4" l • '4 •• -: • : ... ~ ... "·.' . : . . ' . "' _..., .,----METAL CASING FURRING VAR!f'.S SEE PLAN ""'~""']_X1;;_~D;..o"""· w __ I-1-,D..;;.O...;W___;,S""'IL;.a.L ____________ F'""'x□-WS-ILL--~ 2000-0247 \V CASING B D G.I. FLAS ING ~ •·• PORTLAND CEMENT PLASTER 5 3/4" l-!-lle-------1-+-------WINDOW GLAZING PER SCHEDULE -'e--.;._ ______ SCHEDULED WINDOW ·4 • ·,,.. •• " •• : . ' FOAM GLAZING TAPE -TYP • HOLLOW METAL FRAME -PAINT ~--SEALANT & BACKER ROD TYP. BOTH SIDES '--1-H-METAI. STUD WALL - SEE WALL TYPES H.M. WINDOW SILL @ CMU W CEMENT PLASTER 4 4TYPCMU2 2000-0247 ARCHrTECT PROJECT KEYNOTES NTD iRCHl1rECTS 47'19 Viewridge ~e., Suite 200 Son Diego, CA 112123 Clendora e Son Diego e Auhum CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING NO. DATE 6. 6. 6. 6. 6. 6. WINDOW DETAILS REVlSION COMMENTS DRAWN BY PROJECT NO. DB 2000-0247 CHECKED BY DATE RN © 12-09-03 0RAWING NO. A6.3 $HEIT # OF DRAWING NUM8ER DRAWING NUMBER DRAWING NUMBER SAFOJ PRODUCTS • NEW HCPE, t11NNESOTA '1ECRDER BY PART NUMBER 8553 SAFCO PRD□LICT5 • NEVV HOPE, MINNESOTA REO~OER BY PART NUM8ER 6553 SAFCO PRODUCTS • NEW HOPE, MINNESITTA REORDER BY !'.ART NUMBER 6553 --!'!)!111U)IIU,1!!'01'Jll!IIIT!l,IIT\U~lll(t"---=---...,._ ---~ -PGSmOIIEDIIEOFPllllllONTHISI.JtE-- !I 8 . • ' I 'b r ' ' . ., r, _, lo.r ~ ' TILE 0\/ERL.AP WIDTH -lYPICAL n I CONTINUOS TWISTED SYSTE~ ( mE TYE) ' / £ -/ / / ' • . , ./4 ,/ -/ / -, ---' -- -- - ' • ' - I I ' ' 01 ' \, WIRE -SEE DTL 14/A7-1 DECK ANCHOR AT RIDGE -EA\IES AND 10;-0" OC MAX CBC 1507.7 WIND LOCK NOSE CLIPS -SS TYPE 304 -_T __ IL=E...;..A...;..TT ..... A=C.;..;.H...;..ME;;...N.;..;.T __ P __ LA ......... N __________ -1' 13 I NO SCALE TILEPLN ._ , 2000-0247 __,.----DECK ANCHOR W/ (2) GALV. BARBED ROOtiNG NAILS -COVER W/ MASTIC 1 a· -a· oc MAX. .,,,--S.S. TIE WIRE -.050 -ATTACH TO EA. TILE TILE -REF TO SPEC. FOR TYPE & SIZE TWISTED WIRE ATTACHMENT SYSTEM (TYLE-TYE) -.090 TYPE 304 STAINLESS STEEL -CONT. FROM RIDGE 10 EAVE -SEE PLAN - -;-IL_l;;...,2•"'"'A1.,;..~ ..... ~.a,-:--H_M.,;..E....;.NT"--____________ TIL-E ----fr 14 2000-()247 5/e"/FT. $LOPE 6.1. SHAPED COPIN6 r,,/ ----~..;,_ DRIP STOP CEMENT PLASTER ----... 6.1. R!:6LET rl/ $PRIN6-~ LOC,K FLASHINe'> CANT STFI.IF'-------,. E,l,IILT•UP l<OOFING--~ 4 UND!;l<LA~NT PER SP!:C.S METAL DECK • PER STRUC.TURAL ,,,---:.X SHAPED l'IOOD C,,t,J> ~ T.O.M. MA50Ni<Y PAAAF'ET . . , .. 6.1. FLASHIN6 C.ONC.. TILE . . '· . . . .. see PLANS MT!., [)!;C,K • see STRIJC.T. '--CONT. AN<!>LE • REFER TO STl<l/C,T. MASONRY PARAPET@ BUILT UP/TILE ROOF@ RAKE -------------------------...........a---115 1 I 1/2"=\'-0" fJVCHLITILE ._ , 2000~024, - 16 CONC. ROOF TILES lYP. 3/4" THICK PLYWOOD SHEATHING,---------._ 0\/ER METAL DECK W/ #10 SMS @ 12" OC AT EDGES ROOF SHEATHING -PER SPECS. Ix STARTER STRIP -----~ G.I. FLASHING W/ ---~ DRIP STOP SLOPE PLATE PER -------1"1! DETAIL 7-5-1.4 1/2" PLYWOOD 7/8" STUCCO MTL. DECK & STL. BM. ___ _,... -PER STRUCTURAL EXP. JT. _____ _,.- GROUT SETTING BED __ ,, MASONRY WALL PER WALL TYPE e.u. ROOF SYSTEM-~~ ANGLE PER STRUCT, (@ BEAM, TYP.) EAVE @ CMU WALL @ GRID "E"-MEETING RM. r _1_1_/_2~.,--•,~,_-0~.----------.;...._. ___ _,;...;.;....;;;......;..;..,;......;.....;.;..;,_ __ ~_YE-2----1~9, - 2000-0247 - WALL 1YPE PER SCHEDULE CEMENT PLASTER ,.._ __,,.-CONT CANT __ W 3 ....;. .. A= 1 ~=L_ 0 ..... ;=LA_S_H=IN~G;_;;@ ....... C __ MU..;_W....;.A=L=L=W~·/ ___ P=LA~S_TE~R..;_ ____ __,10~, WALLFLASHING ~ 2000-0247 CONT 3X P.T.D.F. ---. NAILER-SHAPED 306 FELT----... WATERTIGHT WASHERS-~ & SCREWS THRU OVER SIZED OR SLOTTED HOLES O 24" 0.C. CONT CLIP----~ FRONT SIDE 5/8" A.B.0 4B" O.C. FIRST--'1 A.B. PLACED C 16" 0.C. FROM EA. END CEMENT PLASTER _ __,, SEE PLAN FOR --' CMU lYPES CONT. CANT e.u. ROOF PER SPECS .. -------- 3/4" THICK PLYWOOD SHEATHING,--' 0\/ER METAL DECK W/ f10 SMS @ 12" OC AT EDGES REFER TO STRUCT'L. ____ /lt SEE PLAN 12 lYP I 1 TYP. CMU WALL PARAPET COPING W/ CEM. 1 1/2"=1·-o· PLASTER , CMUWALL-PARAPE .... 11 1 2000-0247 -..,. CONT. 4x NAILER W/ 5/8" 9 WELDED STUDS PER StRUCT. --~ WT PER STRUCT. 2X6 FACIA WOOD TIMBER OUTRIGGER PER_.,,._- SPEC. SECTION 06112 . WT PER STRUC'L. SECTION ED STL. BM. PER STRUC'T. 3/4" THICK PLYWOOD SHEATHING, 0\/ER METAL DECK W/ #10 SM 0 12" 0C AT EDGES FOR BEAMS AND '--,,'.-CONNECTIONS SEE STRUCTURAL '--FOR WALL BRACING O STL. BEAMS REFERENCE G\ ~ -~_u_,1T-:-.1G-,?-_;-.~---"D~E_T_A~IL _____________ o_uT-RIG-GE-R--112 2000-0247 -1 ' 6.1. SHAPED COPIN6 rl/ DRIP STOP CEMENT PLASTER -----.. 6.1. RE6LET rl/ SPRIN6 -, L.0a: FLASHING, 10 • TYP. C:.ANT STRIP------,. E,l,IIL T-IJP ROof 11'6 --~ • IINDfl<LA~NT PER SPECS DRAWING NUMBER SAFOJ PA□DUCTS • rEN HOPE, MINl'ESOTA REORDER BY PAITT NUMBER 6'553 --POIIITIONSlGEGF~JNTONTIIISLlltt-- 5/e"/FT. SLOPE ~ T.OM ~ T.O. STL. SEE PLANS CONT. ANe>l.E • REFER TO STRJJC.T. METAL DECK • PER STRlJC. TUR.AL MASONRY PARAPET @ 6UIL T UP ROOF r ' ___________________________ , 5 I 1/2"=1'-0" AAf'TC,MIJ :W00-0:241 '\... -" 3/4" THICK PLYWOOD SHEATHING, OVER METAIL DECK W/ #10 SMS C 12" OC AT EDGES ' CONC. TILE TYP • )X6 FACIA OUTRIGGER PER ---t, .. STUCTURAL CEMENT PLASTER PL YWOO SHEATH I • EXP. JT. I,, FOR BEAMS, TRUSS & CONNECTIONS SEE STRUCTURAL PLUG (EA. SIDE) WT PER STRUC'L. '--_FOR WALL BRACING O STL. BEAMS REFERENCE~ ~ a·x12· WOOD TIMBERS'~-!::'.~ OUTRIGGER PER SPEC SECTION W_A SECTION 06112 V OUTRIGGER DETAIL @ TRUSS , ' ---------------------------------1 6 1 1/2"=1'-0" TRUSS ._ , 2000-0247 CONC. ROOF TILES 1YP. 3/4" THICK PLYWOOD SHEATHING, OVER METAL DECK W/ f10 SMS O 12" OC AT EDGES G.I. FLASHING W/ DRIP STOP 1x STARTER STRIP 2 X 4 MTL. STUD @ 16" o.c. METAL LATH, TYP. CEMENT PLASTER '---CASING BEAD '-------2 X FASCIA METAL DECK PER STRUCT'L. '-----GROUT SETTING BED MASONRY WALL '---SEE WALL SCHEDULE. EAVE @ MASONRY WALL W/ TILE ROOF @ GRID "F" MTG. RM. ---------------------------------ir7' 1 1/2"=1'-0" EAVEl ~ , 2000-0247 CONC. ROOF TILES TIP.------,__ -------------1 ! L------------- 2x NAILER NAIL MIN. 3/4" INTO NAILER 2X6 FASCIA ~-G.I. FLASHING '------90 DE:G. RAKE TILE EXPANSION JT. ----' G.I. REGLET W/ SPRING _ _,, LOCK fLASHING CANT STRIP------. ~-3/4" THICK PLYWOOD SHEATHING, OVER METAIL DECK W/ #10 SMS 0 12" OC AT EDGES •-,,. . -. MASONRY WALL BUILT-UP ROOFING--~ (\\'.HERE OCCURS) SEE WALL SCHEDULE BRACE CHANNEL PER STRUCT'L. 'T.0. STL. VARIES (AT STEEL BEAMS) f.,__ _ _,_...,__ _ __,_...,__~~1~~~3!1t---CONT. ANGLE PER STRUCT. RAKE @· MASO RY WALL AND TILE ROOF 1 1;2·=1 '-o· RAKE 2000-247 8 DRAWING NUMBER SAFCO RODUCTS • NE\N HOPE, MINNESOTA RECJ'lOER BY PART NUMBER 8553 1-!'llSITIJN OIGf OF l'IUlfl' IN TllS LIIIE------,--- UC L, P. @ BM. ,,· 1·-s" ROOF OVE:RFLOW ROOF DRAIN 1 "= 1 '=-0" FULL DOME STRAINER @ ROOF AND OVERFLOW DRAINS 24 GA. S.S. SUMP PAN CL MODIFIED BITUMEN ROOFING DECK CLAMP SEAIANT 0\/ERFLOW DRAIN ROOF DRAIN 1·-0· RFDRAIN 2000-0247 RIDGE / HIP TILE -SET IN MORTAR 3/4" THICK PLYWOOD SHEATHING, DRAWING NUMBER DWG 447•6 30of 102 SAFCO PAOCIUCTS • NEW HOPE, MINNESOTA Rrol<DER BY PART NUMBER 8553 --Prol'flONBl~rlf ... lNTIINTIIISLINE-- KEYNOTES 1 OVER METAL DECK W/ #10 SMS C 12" OC AT EDGES 12 CUT FIELD TILE AT RIDGE - SHIM TO MATCH ANGLE OF FULL FIELD TILES FOR ATTACHMENT REF. TO OET. Liu ~ REFER TO STRUC. FOR Ot.AIIV\ SIZES AND DETAIL7/S-1.4 FOR CONNECTIONS CONT. PLATE PER STRUCT. ROOF SHEATHING- PER STRUCT. METAL DECK -PER STRUCT. ..... T ... IL...,.E..,,..R_,,O_O..,,..F 1-A_T _R_I D_G_E_H_l_P ----------~=-·· ·----·=--"(·· -·2 . 1 1 /2"= 1 '-o• RIDGE5 2000-0247 1~-----------PREFAB MECHANICAL EQUIPMENT CURB- COORDINATE CURB HEIGHT W/ TOP OF ROOFING ELEVATIONS. SLOPE BOT W/ ROOF, LE\IEL TOP. ~----HVAC EQUIPMENT - SEE MECP.ANICAL DRAWINGS ~---ANCHORAGE ~--(1) COMPOSITE FLASHING UNDER CURB ,;---24 GA. COUNTERFLASHING ,;---3/8" FRT PLYWOOD BACKING ,---3" MIN. FIBER CANT -SHAPE TO DIRECT DRAINAGE FLOW AROUND CURB SEE: STRUCT. DETAIL~ FOR CONNECTION . ~ ~-J/4• THICK PLYNOOD SHEATHING, OVER METAJL DE:CK W/ f10 SMS O 12" OC AT EDGES MTL. DECK-SEE STRUCTURAL STL. BM. PER STRUCTURAL HVAC EQJIPMENT . CURB RF-ECURB 2000-0247 .....________ SAFETY POST SHOWN EXTENDED 5/8" GYP. BO. EXT ND UP TO CURB ROOF HATCH CURB SUPPORT PE,~~ STRUCi'L ' rRAMING PER sTRubruRAL 'i_ MTL. STUD BtKING BOLT LADDER -r 0 TO f42" ABO\IE ROOF BASE FLASHING -EXTEND UP UNDER COUNTER-FLASHING SUPPORT TO ~--PRE-MANUFACTURED ALUM STEEL STUD _.j....;,L-..lL-"',-llL--.1..-l. LADDER W/ SAFETY POS1 3/8", M.B., '--~ 1/4" TEMPERED HARDBOARD TIPICAL C LADDER -GLUE TO GYP. 3 BACKING W/ ~ EXTENSIONS. --~-.. -~-~_F_o __ H_A-C_H ______ ------BD_. --------~-F□--of!A-01-~r-. _-,_ 0 ARCHrrECT N T D A A C Ii I T E C T s 4719 Viewrrdge ~e., Suite 200 Son Die;o, CA 92123 Glendora • Son Diego • Auburn SEAL FROJECT CITY OF CARLSBAD, CONTRACT NO. 36991 A VIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING NO. DATE D,. D,. D,. D,. D,. D,. EXTERIOR DETAILS REVISION COMMENTS DRAWN BY PROJECT NO. DB 200D-0247 CHECKED SY OATE RN @ 12-09-03 DRAWING NO. A7.1 or OF#JO DRAWING NUMBER SAFCO PRODUCTS • NE\N HOPE. MINNESOTA REORDER BY PART NUMBER' 8553 ~ --1 -------"'3TTIDli!OBEOf!'lllllTONliUSUNE-- DRAWING NUMBER SAFaJ PRODUCTS • NEW HOPE. MINNESOTA RECsRDER BY PART NUMEER 6553 - ---1 - - - --PDSITIO!l!CGEr.P~IIITDNTIIISUllE-------1 ---- 13 DRAWING NUMBER DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA SAFOO PRODUCTS • tf?M HOPE, MINNESOTA REOROER BY PAITT NUMBER 6653 FIEDROER BY PART NUMBER 8553 DRAWING NUMBER DRAWING NUMBER DWG 447-6 31of 102 FIEORtER BY PART NUlVIEIER 6553 REORDER SY PART NlJMBl:R 8553 --PDllrrlONtDSEOFPIHIITONTIIISUNE------l -=-==, -----PDSrr111NroGl'OFP11INT011ffl1SURE-- SAF~ROOUCTS • NEW HOPE, MINNESOTA SAFCO PRODUCTS • NEW HOPE, MINNESOTA ----1 ----P03mOIIEDBEOFP11111TONffllSLINE--_, -----=----=1 -----POSITIONWllfOfffilNTOIITtllSI.JlfE------1-- ,. ~¼TS ~ SEE STRUCTURAL 9 ' 2 ,. I -, ___ STEEL STUD INFILL W/ CEM. PLASTER FINISH 23'1-10 .. 7'· 10· ' l \I ...... _EXPANSION 1 JOINT cp I I I I e'-o" I I I I I I I 12 t\ I \ I \ :>r:: '• ..... . .. RIDGE / HIP TILE -SET IN MORTAR 3/4" THICK PL'f'/1000 SHEATHING, OVER METAIL DECK W/ flD SMS @ 12" OC AT EDGES ~ CUT FIELD TILE AT RIDGE - SHIM TO MATCH ANGLE OF FULL FIELD TILES SHAPED PLATE REQUIRED SEE STRUCT. ~ I~ \. __ G.L. BEAM PER STRUCT. ~ ~ -4X NAILER OVER DRYPAC , ~ , / RAFTER -PER STRUCT. // CMU WALL PER WALL SCHED. TILE ROOF J J RIDGE / HIP @ RESTROOM/MAINT. BLDGS. -~ ..,:.:1~1~/~2'~'=~1~'-~0~".....:../-=-..:.;;:..::;.;=....L......:.~__;~.;.;.;~;.;..;.,;;..;;.;.;;.,;...;.;._,;;. ...... ---:R=10~GE~1-'-'-'--{. 1, KEYNOTES ~-----------------------------------4------------------------------------4-~----ac"Mc:;vn. -S . ,. ·• !!{1J1 ____________ i_:_:~~~~r1i~~~~~~~:~~~~s~=------__;2~0~00:!-C~24~,:_ _ __::::::1 Y M I t()N • 1 . CONC. TiLE & IROOrtNG SYSTEM I • . ~ _ • 3/4" THICK P~'fWOOD SHEATHING, 1 -·· 14 10 15 11 16 12 1/4"•1'-0" -OVER METAIL qECK W/ #10 SM~ --l '\"" · C 12" OC AT EDGES . ·· \ - " ·-' ' _.,,--24 GA. COPING ---SXS TS HORIZONTAL MEMBER ~--STEEL STUD ~--5X5 TS (BEYOND) ~--STEEL STUD =---== CEMENT PLASTER - EACH SIDE I -'1.-----IR ------Roor LINE c 1/4"/FT. t:::::.-----SEE STRUCTURAL ~ SECTION I V4"=1'·0" 2 ) .. - SCREEN WALL ELEVATION ..::;1 /;.:4::;;_:.:.:;;_=1 ~. -o~_:.;...::;;;;;....,:;;.::.:;;..:.;..:.:.:.=.:.;.. _____________ s"'"c""RE"'"E"'"NW_AL_L--1.. 6 2000-0247 - • >.. _,, ,, \II J ,1 ;)1/J ··~; ~~-----CEMENT PLASTER .v /, ;/_/-; ..... 'l.. .. ~7 ~ 1r7-~;/,-----MASONRY WALL PER PLAN v I v· ~ ~ 1-------+----s• X 8" V MASONRY Vl:NT I,?' ~ I W/ #8 SCREEN vi ij~//,// · .. i., ---J-MOLO -TYP. AROUND VENT W/ BACKER ROD & CAULKING ..:.~:.::.. A.:;:~:.:~:.,:.;.~:.:.:~;.:.Y_V.:...:E=..:.N.:...:T ___ , __________ ......,....,M/&.,...,E'""NT,---t'7' 2000-0247 \.!._,) 8 .. ~ ~ .. ' -. '----; 2x NAILER I NAIL MIN. 3/ 4• INTO NAILER ~----4x FASCIA ~-----:1 G.I. FLASHING REF. G:::-i FOR CONNECTIONS ~ RESTROOM 3LDGS.; MAINT. BLDG. FASCIA @ ~ ASONR WALL @ TILE ROOF 1 1/2"=1'-0" CONC. ROOF TILES TYP • 3/4" THICK PLYWOOD ~HEATHING, w/ 10d @ 12• O.C. PER 53.2 . ~ . . . -..... ' FASCIA! 2000-247 . 11\,1 •1 I • I , I • / ,--l-.L--L---'---'---'I • • • I • I • • I I MTL. LATH 2x NAILER NAIL MIN. 3/4" INTO NAILER 4x FASCIA ~----+ 90 DEG. RAKE TILE REF. G". FDR CONNECTIONS ~ CONC. TIL TYP. WT PER StRUCT. 3r-11: ,:;;;;;;;;;;;;;"' 12 - I 2X6 FACIA- V ,' ,_---1••~1 WOOD TIMBER TY'"' '~. _, . ,,,~ ~ , ,, OUTRIGGER PER--:" ,.:,:,. ,,,..,,_ ,. 1 • :.;-~-1 ~ SPEC SfCllON 06112 'rrL. LATH~ :,,. 1 '1/ !• - EXP. JT. :,, ''/". :, ~...,.k:::'.:'3/4" THICK PL'f'/1000 SHEATHING, -,, ;/ -OVER METAL DECK W/ #10 SMS . C 12" OC AT EDGES FOR BEAMS AND CONNECTIONS SEE STRUCTURAL DETAIL ABO 'E ROOF STRUCTURE 1" == f -0" . EYEBROW 2000··0247 • , ~ • 4, ARCHITECT PROJECT NTD 4719 Viewridge Ave., Solte 200 San Diego, CA 02123 Glendora • Son Diego • Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING EXTERIOR DETAILS NO. DATE REVISION COMME'.NTS DRAWN BY PROJECT NO. f::, DB 2000-0247 CHECKED BY DATE ~ RN © 12-09-03 f::, DRAWING NO, f::, A7.2 f::, f::, f::, SHEET <. I OF lD:>-- - DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FEOROER BY PART NU~SER 8553 -rmmoN lllGE Of PfllllT ON TIOS UNE- 0---- @------~--- @------ I . I I r I 1' STORAGE I A101 I fiiBI ~ 1. CORRIO SIIT-1 A129 RB-I STORAGE I A124 I l!IT-1 1rl ! " } ~ R!H R:==:!e!:!:;, TOILET A125 STORAGE I A126 J ~ [ SENIOR DRAWING NUMBER BAFOJ PRODUCTS • NEW HOPE, MINf\ESOTA AEOROER BY PART NUMBER 8553 -POSrTIIIN [lJIIE OF Pll1NT ONTtllSUNt- ~ ,·~ t.r-• ..... ~ I om1E/cOPI RM. Al21 ~ I RECEPTlctl OFFICE I A120 I ! A123 I SHT-1 RB--1 ~ SUPERVISOR 1 fA122 J ~ 1 -- FAMILY ROOM I 0---__ J__~ I cb [A127 J @>Bl uHJ NORTH 0) UCT!-PORPOSE ROOM I Al00 I &HI ~ :/·.:: SHT-7 Slff-3 ■ ---- DRAWING NUMBER SAFCO PFICDUCTS • NEW HOPE, MINNESOTA Fl:OAOa'l BY PAITT NUMBER 85.53 --POSrTION91SEOFl'IIIIITONTtllSUIE-- LOOBY [ A119 I fsiii'1I t:!t!:I I , -- STORAGE I A!O~ I ~ [El MEN'S RESTROOM Al1J ___ _l __ _ --- I \ HALLWAY J A106 I fiiBJ [!BJ CORRIDOR l A112 I lj1HJ ~ DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA AE~DEi:t BY PART NUMBER 9553 --l'OStTIIINEDGEOFPIIIKTIIIITHISUIIE-- ------------------------------------ 1.0.r. t/,110 qSHT-11 fi!H STORAGE j A1oiil [ji8] t:!t!:I ARMING TCHQI A 111 t.=::!.1-' I _ ____, □00 I I I I J • ELECTRICAL I A1l6 I [NTc7 ~ - - - --"'--@ ACTIVITY ROOM [ Al18 I ] 11)-11 . Ill-I FIRE SPR. RISER [ A128 I ~ ----+ --'--- ,... -,, ,,. D / / II • f I DRAWING NUMBER DRAWING NUMBER DWG 447-6 32 of 102 ISAFaJ PROOUcrs • NEW HOPE, MINNESOTA REOFlCER BY PART r.JUMBER 6553 SAFCO PRODUCTS • NEW HOPE, t.il!NNEOOTA FIEOl=IOEA BY PART NUMBER 6553 -_I.,_ -PDSm.OIIEOGEll'PIUIITOHTIUSUIIE------1-----POSl'TIOlll!llGtllFl'flillTONntlSUIIE-- ----0 ' ,. I I --0 . . LEGEND CPT-1 COLLINS AND All<MAN-BAUHAUS #56018, C<l.OR: KLEE, BROAD LOOM CARPET CPT-2 CQLINS AND AIKMAN-TIMELESS f32503 PAPRIKA, 18"x18" CARPET TILE CPT-3 COLLINS AND AJKMAN-TIMElESS #35402 MINT 18"x18" CARPET TILE CPT-4 COLLINS AND AIKMAN-TIMELESS #37502 PLUM, 18"xnl" CARPET TILE SHT-1 FORBO-MARMOI..EUM-REAL, f3075, SHELL SHT-2 FORBO-MARMOLEUM-REAL, f3164, INDIAN SUMMER SHT-3 fORBO-MARMOLEUM-REAL, f3183, ffiRNAL Sl-ONE SHT-4 . fORBO-MARMOI.EUM-REAL, f3181, FOREST GREEN CT-1 DAL TIL£-ANTICA ROMA fAM02, PALANTINO, SIZE 6"x5" CT-2.A DAL-TILE -BASE VITRESTONE SELECT, f./S04 CO',£ BASE P-3681 Q-1 DAL TILE-QUARRY TILE #041, SIZE 6"x6" RB-1 JOHNSONllE -MILLWORK WALL BASE f45 SANDLEWOOO RUBBER TRANSITION STRIP -JOHNSONllE #45 SANDLEWOOO WB-1 (WOOD BASE) TO BE SPECIFIED BY 11-IE ARCHITECT WD-1 (WOOD FLOOR) TO BE SPECIFIED BY 11-IE ARCHITECT G-1 (WALL GROUT -REST ROOMS TrP.) lEC ACCU COLOR f988 PEARL G-2 (FLOOR GROUT -REST ROOMS T\'P.) TEC ACCU COLOR f982 SUMMER WHEAT G-3 (FLOOR GROUT -KITCHEN) lEC ACCU COLOR #969 COFFEE GENERAL NOTES 1. UPON AWARD OF CONTRACT, VERIFY WITH MANUFACTURES REPRESENTATIVE ACTUAL MAlERIAL DEU'-£RY LEAD TIMES TO ENSURE CONSTRUCTION AND INSTALLATION SCHEDULES. 2. MAlERIALS TO BE PREPARED AND INSTALLED IN ACCORDANCE W/MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS TO ENSURE A SMOOTH, ACCURA lE AND EVEN INSTALLATIONS. 3. CARPET INSTALLATION IS TO BE PERFORMED PER 11-IE MOST RECENT PlJBLICATION OF INSTALLATION STANDARDS PER 11-IE CARPET AND RUG INSTITUlE. 4. ENSURE 11-IAT CUT-INS AND TRANSITIONS BETWEEN FINISHES AND MATERIALS ARE CLEAN AND SHARP. 5. PLACE LONG LEAD QUANTITIES AND FLAME '-PROOFED MATERIALS ON RESER\lt "111-1 MANUFACTURER TO ENSURE ACCURATE COLOR MATCHING FOR SPECIFIC PATTERNS AND DYE LOTS. 6. ALL MA lERIALS, SAMPLES, AND SHOP DRAWINGS TO BE SUBMITTED TO Y+C INC. FOR APPROVAL PRIOR TO INSTALLATION. 7. VERIFY THAT ALL SURFACES TO RECEIVE FINISHES HA\lt BEEN PROPERLY PREPARED, TAPED, AND SMOOTHED PRIOR TO APPLICATION. REPORT DEFECTS IN WRITING TO Y+C. INC. KEY NOTES FINISH LEGEND ~ FLOOR FINISH BASE FINISH 1 '4 FLOOR MATERIAL CHANGE (D CPT CARPET SHT SHEET LINOLEUM CT CERAMIC TIL£ \1/B WOOD FLOORING Q QUARRY TILE RB RUBBER BASE WO WOOD BASE FINISH KEY NOTES INSTALLER TO USE AS A GUIDE TO PROVIDE LAYOUT SHOl'IN. ALL BANDS ARE INCREM£NTS Of 18". LAYOUT 11-IIS AREA AS DIMENSIONED. FLOOR FINISH NOTES 1. PROVIDE RUBBER TRANSITION STRIPS AT CHANGES FROM CARPET TO HARD SURFACE AND FROM TILE TO SHEET VINYL. CQOR AND MANUFACllJRfR -or TRANSITIONS STRIPS PER FINISH SCHEDULE. USE MANUFACTURER SUGGESTED STRIP AND APPROPRIAlE INSTALLATION AT EACH TRANSITION. 2. FLOAT FLOOR & •FEATHER" SUBSTRATE BELOW CARPET AT DOORWAY TRANSITIONS BETWEEN CARPET AND 11-IICKER HARD SURFACE (STONE, TILE, ETC .••. ). 3. FLOORING IN AREAS W!TI-l CASEWORK SHALL BE INSTALLED WALL TO WALL Yi1TH CO\lt BASE WHERE APPLICABLE •. CASEWORK TO BE INSTALLED ON TOP OF TH£ FLOORING WITH TOP SET BASE . .AS IND!CA TED ON PLAN. 4. FLOORING TRANSITIONS OCCUR AT CENlER OF DOOR OPENING, U.N.O. 5. FLOOR FINISH SAMPLES SHALL BE SUBMITTED BY THE FLOORING COOTRACTOR AND APPROv£D BY Y+C INC. PRIOR TO COMMENCEMENT OF WORK. 6. AT CARPETED AREA USE ONLY ONE DYE LOT PER OPEN AREA, RUN OR PILE SHOULD BE IN TR.AfFIC DIRECTION. 00 NOT CHANGE RUN OF PILE IN ANY ONE ROOM OR AT 11-IRESHOLD BETWEEN ROOMS. STRIPS OF CARPET SHALL BE NO SMALLER THAN 18" INCHES, NO SEAMS PERPENDICULAR TO WALLS ARE . ALLOWED AT DOOR OPENINGS. \IOLlf\Jq + CO. ARCHOTCT 4010 Goldf111ch St., Son Die~ CA 92103 (619) 294-9600 (FAX) 294-3114 ----© B. FOR FURTHER CLARIFICATIONS TO EXTENT OF FINISHES SEE INlERIOR ELEVATIONS. ' NTD 9. CONTRACTOR TO CONFIRM THAT ALL INTERIOR FINISHES LISTED ON THIS SHEET MEET 1998 U.B.C. CHAPlER 8 AND 1995 C.B.C. TITLE 24, PART 2 .. Y+C. INC. TO BE NOTIFIED IMMEDIATELY If Afl.Y DISCREPANCIES. 10. ALL DECORATI'-£ MATERIALS SHALL BE MAINTAINED IN A FLAME RETARD Afl.T CONDITION (C.A.C.T-19, SECTION 1.14.3.08.3.21 AND U.F.C. SECTION 11.204, A-SECTION 25.103 AND SECTION 25.104. ; . ARCHITECTS 47\9 Viewrldge /Ne., S,,., 200 Sen Di<:go, CA 92123 Ci<ndu"a • Son !);ego • Auburn PROJECT . . CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING lITLE COMMUNITY CENTER FLOOR-FINSH PLAN NO. DATE REVISJON Clll,IMENTS DRAWN llY PROJECT NO. 2000-0247 CHECKED llY DATE ~ © 12.,cq~~ -·-DRAWING NO. 10-1.0 SHrrr.3 .).,. or l D d---. l I i ii ' -1 DRAWING NUMBER SAFCO PRODUCTS • NE'W HOPE, MINNESOTA AEIJFlbER BY PART NUMBER 8553 -!'O!l~'re'll~ffl~ll:/1lll!Ulfll'- 0--- 0------ @------- ~- ~- @----- ----1 I r STORAGE I A101 I I -CORRIDOR A129 STORAGE I A124 I I STOllAGE l r A1261 I 0---__ J__ __ I cb I WALL FINl51-1 PLAN SCALE: 1/8"=1'-0" -I TOILET .A125 - SENIOR FAMILY ROOM ! A127 I DRAWING NUMBER BAFCO PRODUGTS • NEIN HOPE, MINNESOTA AECl=IDER BY PART NUMBER 6553 WC-I OFFICE/COPY RM. I A121 I RECEPTION jA120 I OFFICE j A123) SUPERVISOR f A122 I DRAWING NUMBER BAFCO PRODUCTS • NE\IV HOPE, MINNESOTA REORDEA BY PART Nl.JMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA AroRDEFl BY PART NUMBER 6553 -~ -=-,--,,,,, ----1'1lSrTUJNBIGf:afl'IIIHTIIIITHISUII£------f ----. 1'1lSrTION EDGE Of ~INT Ill TIIS UflE- ------- MULTI-PURPOSE ROOM I A!OO I • ' I LOOBY ! A119 I MEEllNC ROOM j Al07 I A.V. ==~f~A1~09~)1r=====l STORACE I At04 I HALLWAY =====;~==~I j A106 I -g#2 __,/~ CLOSET A105 1-----101---t!:::□:!.)· MEN'S RESTROOM A11J CD CORRIDOR J A112 I ACTIVITY ROOM f A118 ! 1.0.F. !A11ol WOMEN'S . RESTROOM A114 STORAGE j Atoe I WARt.tlNG KlTCtiEN f A111 I JANITOR j A115 I DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORCEFI BY PART NUMBER 6553 DRAWING NUMBER DWG 447-6 33 of 102 at,,FCQ PRODUCTS • NE'W HOPE, MINNESOTA fiECflOEFI SY PART NUMBER el~53 ---...------1 ---..----l'flSfTIOIIED&Ell'PFJKTON1lllSLIII:-___ -~ __ ---rosmaNEDGtOP~NTIIITlll:IUNE-- ----l ELECTRICAL f A116 I STORAGE j A117) FIRE SPR. RISER [ A128 I ----+--- ................ __ ---0 ---0 _ ... ,, II ,, I n • • I I > . a' ' ' ' ' ' ' \ I T~-' . 3.9 '1·.,1 ...... ..... ::-... :• .... , ... ·,•·. -~ . . . . . -~ . ... : •. >.•• ·,r • ·y :·~. . : .t' • -@ .,;:. .... ,. ·:-•---· :-, . . ~ •'•• ·., '_/ .. ;~:: -. '~·. : . . ·-. . ----0 ----© LEGEND WC-1 (WHISPER WALL) ACOUSTICAL & TACKABLE MODULAR PANELS BEVELED EDGES @ DOOR & WINDOW FRAMES STRAIGHT EDGES AT ALL OTHER SEAMS FABRIC: KNOLL lEXllLES, fOIL WRAP W535/3 CONTACT: MIKE OOBIJA GRAPHIC INSIGHTS INC. -(949) 248-0784 PF-1. A {FIELD) FRAZEl- CW025W RESTORATIVE PF-1.B . (ACCENT) fRAZEE- #8275 ROUND-UP PF-1.C (ACCENT) FRAZEE- #824JM AMBER WAVES PF-1.D (DOOR & WINDOW FRAMES) FRAZEE- #8243M AMBER WAVES CT-2.A DAL-TILE -BASE VITR£STONE SELECT, fl/S04 ALMOND COVE BAS£ P-3681 CT-2.B DAL-TILE -FIELD GROUP 1, MAJORCA, 01 45 4 1/4" x 4 1/4" CT-2.C DAL-TILE -ACCENT CROUP 3, GRAPE DH57 4 1/4" X 4 1/4" CT-2.0 DAL-TILE -ACCENT GROUP 1, CYPRESS 1452 4 1/4" X 4 1/4" cT...:2.E DAL-TILE -ACCENT GROUP 4, COTO 0181 4 1/4" X 4 1/4" CT-2,F DAL-TILE -ACCENT GROUP 2, CHAMOIS, K-180 4 1/4" X 4 1/4" CT-2.G DAL-TILE -ACCENT G-1 G-2 GROUP 3, DEEP PURPLE DH87 4 1/4" X 4 1/4" (WALL GROUT -REST ROOMS TYP.) lEC ACCU COLOR #988 PEARL (FLOOR GROUT -REST ROOMS TYP.) lEC ACCU COLOR ~82 SUMMER WHEAT G-3 (FLOOR GROUT -KITCHEN) TEC ACCU COLOR #96~ COFFEE PL-1 (PLASTIC LAMINATE) NEVAMAR fWC-5581N BLOSSOM. CHERRY FIi-LUSTER · Pl-2 (PLASTIC LAMINATE) NEVAMAR ARP SURFACE #ES-2-2T HONEYTONE ESSENCE TEXTURED · Pl-3 (PLASTIC LAMINA TE} PIONITE MANILA LINEN #A T231 SUEDE SS-1 (CAST PLASTIC SURFACING) CORIAN SIERRA SERIES, SANDSTONE *TYPICAL FINISH FOR ALL TOILET ROOM COUNTER TOPS. KEY NOTES FINISH LEGEND 8 8 e e PAINT WALL COVERING CERAMIC WALL TILE PLASTIC LAMINA TE INDICATES EXTENT OF WALL FINISH FINISH KEY NOTES REFER TO ID-4.0 fOR REST ROOM TILE DETAILS WALL FINISH NOTES 1. ALL WALLS TO BE PAINTED PF-1.A UNLESS OTHERWISE NOTED. (V.O.N.) 2. · PAINT ALL FIRE EXTINGUISHER CABINETS, ACCESS COVERS AND SUB-PANELS TO MATCH ADJACENT SURFACE. 3. REFER TO ARCHITECTS FINISH SCHEDULE FOR WALL FINISHES. 4. CONTRACTOR SHALL PROVIDE 8 1/2•x 11" BRUSH-OUTS OF EACH PAINT COLOR. FOR APPROVAL IN ACCORDANCE TO SPECIFICATION SECTION 01 JJO. AACHIT£CT P~OJ!:CT 4010 Goldfinch Sl, Son Di090 CA 112103 (619) 29.J-9600 (FAA) 294-3114 NTD ARCIIIITECTS 4719 ~ i.,., S..1e ~ 5"' l);ego, t/. 92123 ll<ndora • Son [l;,,gi: • ,.bum CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK ORAWING TITLE COMMUNITY CENTER WALL -FINISH PLAN NO. DATE RE\IISION COMMEms DRAWN BY PROJECT NO. 2000-0247 F.t---t-------1 CHECKED SY DATE RN 12-C'l <.lOOi- DRA\\'ING NO. ·10-2.0 =-----'L..,------' SHEET.3.~ or l Do-- I DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6553 DRAWING NUMBER DRAWING NUMBER ---1 -----L"QS11'11lffl'IIGl:llfl'IUNTIINT111SLIII:------I ' SAFCCI PAOCJUCTS • NEW HOPE, MINNESOTA A~OROER B'r' PART NUMBER 6553 ------POSITTQH[[JG(IJfPIINTIIITHISUNt~ ~ SAFC:O PAmucrs • NEW HOPE, MINNESOTA AEORDER BY PART MJMBER 8553 _,,,,,,,,,..,,. ---i -----l'OMTIOHEOGl:IFPIIIIITONTIUSUIIE-----__,,__ -·~ -- - .., ..J A // ' ' b -·' CD - fl fl MUL TI-FURPO5E ROOM -A10e> SCALE: 1/4"s1'-o" ,'1.IGN M INSIOC Of DOOR FRAME E.Q. lo [.Q. E.0. ,'i.lGN MTH TOP Of DO // // fl // . ' • ' • m _m_ Pf-tA // fl // fl // fl '---<PF-1.A,---,. r-----------------------,--------------.----i--AllGN WAll PANEL MAlERIAl SEAMING \',lTH OUTSIDE EDGE Of DOOR FRAME E.Q, £.Q. E.0. AllGN v.1TH TOP OF DO E.0. AIJ-1 E.Q. All \',lTH TOP 0 DOOR RB-1 B MUL Tl-PURPOSE RM -Al0e> SCAI..£: l/4"s1'-0" .....,____, __ ------ DRAWING NUMBER SAFCO PRODUCTS • NEW HCPE, MINNESOTA AEORDER BY PART NUIVIBER 6553 --l'!lSITlllN 8161: Ofl'IINTIINTIIIS UIIE- -- // I - // DRAWING NUMBER 5AFOJ PRODUCTS • r,EJV HOPE, MINNESOTA FIEORDER BY PA ITT NUMEIEfl 65!53 --~ -,mmaNUIIIEMPRINTOIITHISUlll:- i I I -1 ' DRAWING NUMBER DWG 447-6 34 of 102 ~Fc:O PAOOIJCTS • Nrut HOPE. MINNESOTA f<EmsDEi=i BY PAFl'T NUMBER 8553 --l'Mfllllll!l'(IIIFIIF~lll'Tl)NTllL~l.lm'------t KEY NOTES 1. SEE FlNISH SHffTS FOR SP[CIFICAllONS. , your\Jq +-co. ARCHITECT PROJECT 4010 Goldfinch st., Sa~ Die20 CA 92103 (619) 29+-9600 (FAX} 294-3114 NTD ARCIIIITECTS 4719 Vtwrldge Im., Suite 200 Sen Oicgo, CA 12123 Q,n<loe, • $on Diego • 1"b,M CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING Till£ COMMUNITY CENTER· INTERIOR FINISH ELEVATIONS NO. CATE REVlSION COMMENTS DRAWN !lY PROJECT NO. 2000-0247 CHECKED SY DATE RN @ ,l:l•c,?.:~3. ORAWING NO. 10-3.0 SHEET 3. DRAWING NUMBER SAFCO PRODUCTS • ~EW HOPE, MINNESOTA FEDAOER BY ?Al'IT NUMElER 8!353 --~----Pl!~rf~ffll!!=l)F~!UT'lll't!!~•.JM~-- '-----6FF--:;::1,Ai:'I..-~ ---1--- m I I C MULTI-PURPOSE RM -Al@e> 1/4""'1'-0" F-1.A ~ D MUL TI-FLIRPOBE ROOM -Ale>e> DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA AECIAOcR BY PART NUMBER 6553 --fOSITIIN EDlll: O~PRIHTIIII TIIS LINE-- m DRAWING NUMBER SAFCQ PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 8553 _,_,,,.,,,, _____,,. --t ----__,__ --POSITIIINQ!~OFPIINTQNTIISUtlE----. I I I I ~--il!JGN '1111H OUTSIDE Of __ ~ '/,\NDOW FRAME I I I I E.O. I '---'J WC-1 ,___,__ ,---<RB-1 DRAWING NUMBER SAFOJ PRODUCTS • l'EW HOPE, MINNESOTA REOl=lbEFl BY ?ART NUMBER 8553 -PllllfTlilNlll&l!G~l'IIINTO!ITIIISLIIII:---,---i --- ill.lGN \\11H OUTSIDE OF 'MNDOW FRAME DRAWING NUMBER SAFCO PRCDUCTS • NEW HOPE, M!NN£SOTA REDRCEA BY PART NUMBER 13553 I'"---P!l:llllONEl!llEIFl'RIIITONTIUSUIE---< - DRAWING NUMBER OWG 447-6 35 of 102 E,AFCO PRODUCTS • NEW HOPE, MINNESOTA AEOFIOEA BY PART Nl!MElER 6553 -rosmo11 !ll6E II' P111NT 1111 nus LIii£--. -----~-- KEY NOTES 1. Sf£ FINISH SHEETS FOR SPECIFICATIONS. AACHltECT PROJECT 4010 Goldfinch st., Son Di~o CA 92103 (619) 29•f-9600 (FN(.} 294-3114 NTD ARCl!ITECTS 4719 V•w,-Uge 1"e., s.i!e 20iJ Son D;ego, CA 1212J Glenoora • Son Oi<go • i.oom CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING llTLE ' COMMUNITY CENTER INTERIOR FINISH ELEVATIONS NO. DATE REVISION COWEN1S DRAWN BY EAR. PROJECT NO. 2000-0247 CHECKED ev CATE RN @ 1:1,,t,/J-:~3, DRAWING NO. 10~3.1 sHrn3S' or \ O o- ... lo DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER SAFOJ PRODUCTS • NEW HOPE, MINNESOTA AEORDER BY PART NUM6ER 8553 DRAWING NUMBER Sl'IFCO PRODUCTS • NEW HOPE, MINNESOTA f!EOR~R BY PART NUMBER B553 SAFaJ PRODUCTS ■ NEW HOPE, MINNESOTA AEORt:ER BY PART NUMBER 6553 -!'e!r-10~~'!!'~!'!"'1!"1''~'1!1"-----1-----!"J~~~'l'""'IMT'V'TMl~U!!!'--1------P0!!11U.W~'!f•!U!!"''l!'!'1!'~l!!!'!-- /--/+-t--t--,'--f--+--l---f--+--+--+--+--1y I I J' /r-4i--+---+-----+--l----+--+--t-+---1--+--,/J A--+-+-+-+-~-J.-.l---1--l--1---V/ -./ -~, ,"',+,--+-1--+--+--l---'<--+--L-1-_jLJ.7J -2.JJ ''/... !-,.---+-----i,.4~ - • "' I ~JJ-t'-+++-t-t-H-+--+*c=JI/ 'l..._'tl--t--+---t--+--l--+-+-+-.J--!----1i'-.....-A ' ~ l .a:? i J 1t-.l-t-i-t----+-t-+-+-+--+-+-+-11, I /!-/-t--t-+-t--+--+--!-+-+--1--1---V/ ~ 1-+---1-+----f-------J-}---1---l--~ --+--~-I . II ;'t-+-t--+--+~1--+--1-+--+-1---1--1 I 41:f-1. ) X I I f J 0 iYPICAL WOMEN'$ RE5iROOM ELEVAilON SCALE: 1/1",.f-O" .. ·. ·.'--.-. ' 2· -10· 2'-0 '·.· . . . . . . . . . J' -6" • C> . ... .... .... I I I 1f-4" -. • •• ' •. -.!!, i------lS-s½ ,t----'--------1~ . . . . L: __ __ __:6_·--=-0·_---J,2·-o· l -. . F.M.C. S'-0"1<-' ___ r 4'-0" t F.M.C. f,M.C. 0iYPICAL MEN'$ RE5iROOM ELEVATION SCALE: 1/1"=1'-0" ... . . . . .. -. . . . -.. 2-o" :t-o" b .!. 2'-0" . . . . . . . . . . ._ . .-.... _. ... ·._. ..................... _ ....... _. ... _ .. _._.._ .. _ ·.,-. ·.· . .-._. :? . . . . . . . . . ' . . . ~ . . . . . ' . . . . . . . . . . . . . . ' . . . . ............. ·.... , .. F',M.C. < • • • . ' . ' . . 2·-0" 3•-10 .. ~ ~-2' 0 RECEPllON 5l--lEEi VINYL DE51GN LAYOUi □ SHT-1 --~ SHT-2 I \->:J SHT-3 ■ SHT-2 SCALE: 1/4"=1'-0" • REFER TO SHEET ID-1.0 FOR SHEET COLOR. .M.C • ' ' F.M.C. DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FlEORDEFl BY PAFIT NIJMBER 8553 "---~ITlll!ISIGEOfl'lilfl'Qllllll!lUNt~ - 1-- <( Ii: 'W 0:: REPEAT. l..L.L.LL.L J. . .v-sw ' J . . i Q Q Q iYPICAL LOORING FOR ALL RE5iROOM5 SCAl£: 1/4"=1' o• / ,, /. ' / ' / ' / ' / ' ,/ ,, / ' I ,---· ---, ', ----- ' / / ' / ' / ' / ' /I '· / '· ,,/ <PL-1> / 4' Fl.ASH\ <PL-3> @.1r',.. ' f ✓ /.,. '', , ' .,. ' ' .,. ' _,.,. ,, v _,. ,, ..... ----~-:; .. r-,.---~ ~---.. ..... '' /.,. ' .,..,. ' '· _.,. I ~, TYPICAL -':A5EUJORK FIN15J-.I ' SCALE: 1/2"=1''-0" ' -- DRAWING NUMBER DWG 447-6 36 of 102 SAFOJ PRODUCTS • NEW HOPE, MINr-ESOTA FEDJ:i□ER BY PART NUMSl:R 8553 . -----'--fllSffilllll!IIIIEDf~llNTill::l.llt---..,. --r- KEY NOTES. 1. All RESTROOM Tll£ TO BE SlRAIGHi SET WITH A 1/4" GROUi JOINl 2. Pl-1 TO BE USEO ON ALL BASE CABINETS AND WALL CABINETS IN MEETING ROOM A 107. Pl-3 TO B£ USED ON ALL -BASE ANO WALL CABINETS IN OFFICE/COPY ROOM A121. _ PL-2 TO BE USED ON All COUN1ER TOPS IN MEETING ROOM A107 AND OFFICE/COPY ROOM A121. 3. REFER TO FINISH SPECIFICATIONS ON SHEET 10-2 FOR All. INFORMATION. YOLJNQ -t~ C(). ARCHITECT PRQ,/ECT 4010 Goldfinch st.. Son Oieio CA 02103 (619) 294-9600 (FAX) 29,t--31 if NTD ARCHITECTS ◄719 ll<wridy, INo., Suft• 200 Son Diego, CA 92123 Clendon, • Sen lli,i" • olu!>Jm CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWlNG TrTl£ COMMUNITY CENTER INTERIOR DETAILS NO. DATE REl/lSION COMMENTS DRAWN l!Y PROJ CT NO. 2000-0247 CHECKEJ SY DATE ; RN @ l~~{)ll.~3 , DRAWING NO. - ID-4-.0 SHEET 3 f.o Of' I O a- -- ,. . DRAWING NUMBER DRAWING NUMBER DRAWING NU~,'IBER SAFC.'O PRODUCTS • NEW HOPE, MINNESOTA SAFCO PA□DUCTS • NEW HOPE, MINNESITTA SAFC:O PA□DUCTS • NeN HOF'E, MINtESOTA DRAWING NUMBER SAFaJ PRODUCTS • NEW HOPE, MINNESOTA FIEORIJER BY PART NUMBER 6553 DRAWING NUMBER REORDER BY PART NUM~ER 13553 AEOAOER BY PART NUM8ER 8553 FIEORIJEA BY P.ART NUMB~ ~53 --..,.......... -I -----rmmt1Nfllll<'llf'Plll11Ta1Tlnsu11r-.-...-..,.._ -.............., __,___._ -...I ........._ ---__,,_.,..,-----............... l'DSmu~tt111EQl'l'll11ITONl'!l1SU1E--><-:. ---___, ..........,..._ -1 ,.....__:... ------,asrnoNtnGEGFl'llJMf~111~t.lt-__.,_ --.:... ...........---t ---_....._ ~~moNal!IEQf!'fllltTONTIII.S"Ullr--'-- ----1 --:---0---- FCO PRODUCTS • NEW Hll'E, MINNESOTA REORDER BY PART NUMBER 6553 •-l'OSfTIO!l!!!llBl"!FPlUHTONTIISUIIE-- LIST OF ABBREVIATIONS ADO'L ALT. ACI APA .ASTM AWS A.B. APPROX. ARCH. 0 B. PL. BM. BRG. BTWN. BLK. BLKG. B.E. BOT. OR BOTT. B.N. BLOG. C CIP CLG. CJ CL CLR. COL CONC. CMU COND. CONN. CONSTR. CONT'D CONT. CONTR. CSK. DL DP, DEMO. DTL. OR DET. DIAG. DIA. OR f DIM. DO DBL. D.F. DWL. DN. DWG. EA. E.F. E.S. E.W. E.N. ELEC. ELEV. EMBED. ENG. EQ. EQUIP. EXCAV. (E) EXP. EJ . EXT. F.0.C. f,O.M. ,.o.s. F.S. FIN. f.F. FHWS FLR. FD FTG. FNDN. fRMG. CALV. GA. GLU-LAM GLB GR. HGR. HR HOR. HT. HD HORIZ. INFO. 1.0. INT. ICBC INV. JST. KP KSI LAM. LDGR. LT. WT. OR LW LL LG. LLH LLV LO-HY M.B. MFR. MAS. IA.0. MATL. MAX. MECH. MTL. MIN. MISC. N.F. N.S. NSA (N) NIC. NTS. NO. OR I/ o.c. OPNG. OPP. O.H. O.D. PHWS P,J. d PIL. PL PLY. PWJ PCF PSF PSI PT PL RAD. RFTR. REF. REINF. REQ'D REQMT. RF. R.D. RO. R.0. SCHED. SEC. SEL. SEP. SHTG. SHT. S.M. SMS SIM. SIMP. SPCG. SPECS. SQ. ADDITIONAL ALTERNATE AMERICAN CONCRETE INSTITUTE AMERICAN PL'IWOOD ASSOCIATION AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN WELDING SOCIETY ANCHOR BOLT(S) APPROXIMATELY ARCHITECT/ ARCHITECTURAL AT BASE PLATE BEAM BEARING BETWEEN BLOCK BLOCKING BOTH ENDS BOTTOM BOUNDARY NAILS BUILDING CAMBER CAST IN PLACE CEILING CEILING JOIST OR CONSTRUCTION JOINT OR CONTROL JOINT CENTER LINE CLEAR COLUMN CONCRETE CONCRETE MASONRY UNIT CONDITION CONNECTION CONSTRUCTION CONTINUED CONTINUOUS CONTRACTOR COUNTERSINK DEAD LOAD DEEP DEMOLISH DETAIL DIAGONAL DIAMETER DIMENSION DITTO DOUBLE DOUGLAS FIR DOWEL DOWN DRAWING EACH EACH FACE EACH SIDE EACH WAY EDGE NAIL(S) ELECTRICAL ELEVATION EMBEDMENT ENGINEER EQUAL EQUIPMENT EXCAVATION EXISTING EXPANSION EXPANSION JOINT EXTERIOR FACE OF CONCRETE FACE OF MASONRY FACE OF STUD OR FACE OF SLAB FAR SIDE FINISH FINISHED FLOOR ,LAT HEAD WOOD SCREW FLOOR FLOOR DRAIN FOOTING FOUNDATION FRAMING GALVANIZE GAUGE GLUED LAMINATED GLUED LAMINATED BEAM GRADE HANGER HARDROCK HEADER HEIGHT HOLD DOWN HORIZONTAL INFORMATION INSIDE DIAMETER INTERIOR INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS INVERT JOIST KING POST KIPS PER SQUARE INCH LAMINATED LEDGER LIGHT WEIGHT LIVE LOAD LONG OR LENGTH LONG LEG HORIZONTAL LONG LEG VERTICAL LOW HYDROGEN MACHINE BOLT(S) MANUFACTURER MASONRY MASONRY OPENING MATERIAL MAXIMUM MECHANICAL METAL MINIMUM MISCELLANEOUS NEAR FACE NEAR SIDE NELSON STUD ANCHOR NEW NOT IN CONTRACT NOT TO SCALE NUMBER ON CENTER OPENING OPPOSITE OPPOSITE HAND OUTSIDE DIAMETER PAN HEAD WOOD SCREW PANEL JOINT PENNY PILASTER PLATE (STEEL OR WOOD) PLYWOOD PLYWOOD WEB JOIST POUNDS PER CUBIC FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PROPERTY LINE RADIUS RAFTER REFERENCE REINFORCING REQUIRED REQUIREMENT ROOF ROOF DRAIN ROUGH ROUGH OPENING SCHEDULE SECTION SELECT SEPARATION SHEATHING SHEET SHEET MET,Al SHEET MET,Al SCREWS SIMILAR SIMPSON SPACING SPECIFICATION SQUARE • ' .. LIST OF ABBREVIATIONS (CONT'D) STGR. SPC STD. STL. STIFF. STIRR. STRUCT. SYM. TSG THK. K OR KIP THRU TN T&:G T&:B T.O.F. T.O.L. T.O.S. T.O.W. TL TS TYP. USC U.N.0. VERT. WT. WWF W/ W/0 WO. WIJ WP STAGGER STANDARD PIPE COLUMN STANDARD STEEL STIFFENER STIRRUP STRUCTURAL SYMMETRICAL TAPERED STEEL GIRDER THICK 1,000 POUNDS THROUGH TOE NAIL TONGUE AND GROOVE TOP AND BOTTOM TOP OF FOOTING TOP OF LEDGER TOP OF STEEL OR TOP OF SHEATHING TOP OF WALL TOTAL LOAD TUBE STEEL TYPICAL UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE VERTICAL WEIGHT WELDED WIRE FABRIC WITH WITHOUT WOOD WOOD-I-JOIST WORK POINT GENERAL 1. THE PROJECT SPECIFICATIONS FORM A PART OF THESE GENERAL NOTES. 2. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF Am DISCREPANCIES OR INCONSISTENCIES . 3. THE CONTRACT STRUCTUR,Al DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. CONTRACTOR AT HIS OWN EXPENSE SH,All ENGAGE PROPERLY QUALIFIED PERSONS TO DESIGN BRACING, SHORING, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE OBSERVATION OF THE ABOVE NOTED ITEMS. 4. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. 5. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 6. WORK NOT PARTICULARLY SHOWN OR SPECIFIED SHALL BE THE SAME f,,S SIMILAR PARTS THAT ARE SHOWN OR SPECIFIED. 7. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES: THE UNIFORM BUILDING CODE (UBC), 1997 EDITION. AND ANY OTHER REGULATING AGENCIES WHICH MAY HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF C,Al.lFORNIA DMSION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 8. SPECIFICATIONS, CODES AND STANDARDS NOTED SHALL BE OF THE LATEST APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS NOTED OTHERWISE. PROJECT DESIGN CRITERIA 1. BASIC DESIGN LIVE LOADS: ROOF: 2. DESIGN EARTHQUAKE FORCES: TOTAL Bf,,SE SHEAR BUT NEED NOT EXCEED BUT SHALL NOT BE LESS THAN NOR SHALL IT BE LESS THAN SOIL PROFILE = Sc SEISMIC SOURCE TYPE = B 20 PSF (REDUCIBLE) V = (Cv I / R T) W V=(2.5C<ll/R)W V = 0.11 Co I W V = (0.8 Z Nv I / R) W FAULT PROXIMITY = LESS THAN 9 km Z = 0.4 No == 1.0 C<l = 0.40 Nv = 1.10 Cv = 0.62 R = 4.5 I = 1~0 3. DESIGN WIND PRESSURES: P=CeCqqsl EXPOSURE C, BASIC WIND SPEED = 70 MPH, DIMENSIONS I =1.0 1. DIMENSIONS SHALL BE DEFINED TO INCLUDE BOTH HORIZONTAL DIMENSIONS AND VERTIC,Al DIMENSIONS (ELEVATIONS). 2. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. 3. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT NOTED ON STRUCTURAL DRAWINGS. 4. SEE ARCHITECTURAL AND/OR CIVIL DRAWINGS tOR FINISH FLOOR ELEVATIONS. 5. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND/OR ROOF ELEVATIONS. 6. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES. FOUNDATION 1. ALL PORTIONS OF WORK PERTAINING TO EXCAVATIONS, FOUNDATIONS AND RETAINING WALLS SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 1B. 2. THE FOUNDATION DESIGN IS BASED ON A GEOTECHNICAL REPORT BY: GEOTECHNICS INCORPORATED SAN DIEGO, C,Al.lFORNIA PROJECT No. 0669-001-00 DATED: OCTOBER 12, 2001 3. AN ALLOWABLE SOIL BEARING PRESSURE DF 2000 PSF WAS USED FOR DESIGN. BOTTOM OF FOOTINGS SHALL BE 24" MINIMUM BELOW LOWEST ADJACENT FINAL GRADE AND BEAR ON APPROVED NATURAL GRADE OR COMPACTED till AND BEAR ON UNDISTURBED FORMATIONAL MATERIAL OR COMPACTED FILL HAVING AN EXPANSION INDEX OF 50 OR LESS. SOIL TYPE: SILTY TO CLAYEY LOOSE SAND, AND FIRM SANDY LEAN CLAY. 4. SEE SPECIFICATIONS FOR EARTHWORK OPERATIONS. 5. THE CONTRACTOR SHALL PROVIDE FOR DE-WATERING OF EXCAVATIONS tROM EITHER SURFACE WATER, GROUND WATER OR SEEPAGE. 6. THE CONTRACTOR SH,Al.L PROVIDE FOR THE DESIGN, APPROVALS, PERMITS, INSTALLATION AND MONITORING OF ALL CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN TEMPORARY EXCAVATIONS. 7. EXCAVATIONS FOR FOOTINGS SH,All BE APPROVED BY THE SOILS ENGINEER OF RECORD PRIOR TO PLACING CONCRETE AND REINFORCING. THE CONTRACTOR SHALL NOTIFY THE SOILS ENGINEER Of RECORD WHEN EXCAVATIONS ARE READY FOR INSPECTION. THE SOILS ENGINEER OF RECORD SHALL SUBMIT A LETTER OF COMPLIANCE TO THE OWNER. 8. ALL ·EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE HAS ATTAINED FULL DESIGN STRENGTH. THE CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL DESIGN STRENGTH. THE CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS AND INSTALLATION AND REMOVAL OF SUCH BRACING. 9. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS, TO THE APPROVAL OF THE SOILS ENGINEER Of RECORD. FLOODING WILL NOT BE PERMITTED. 1 O. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION, SH,Al.L BE REMOVED. 11. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT SHOULD Am BURIED STRUCTURES, SUCH f,,S CESSPOOLS, CISTERNS, FOUNDATIONS, ETC., BE FOUND. 12. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: a. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. b. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. c. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. CONCRETE 1. 2. ALL PORTIONS OF WORK PERTAINING TO CONCRETE CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 19. CONCRETE MIXES SHALL BE DESIGNED BY /\ QUALIFIED TESTING LABORATOR ,. MIX DESIGNS SHALL CONFORM TO SEC. 1905. MIX DESIGNS SHALL INCORPORATE THE FOLLOWING CRITERIA: MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. MAXIMUM WATER/CEMENT RATIO (BY WEIGHT) OF CONCRETE IN CONTAC WITH SOIL SHALL BE 0.50. MAXIMUM SLUMP SHALL NOT EXCEED 3" +/-1" FOR FOOTINGS, SLAB ON GRADE, AND MASS CONCRETE; AND 4" +/-1" FOR OTHER CONCRETE. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CHLORIDE(S) SHALL N T BE USED. 3. SCHEDULE OF STRUCTURAL CONCRETE 28 DAY MINIMUM STRENGTHS AND T PES: 4. 5. 6. 7. 8. 9. FOOTINGS, GRADE BEAMS CAST-IN-PLACE W,Al.LS AND COLUMNS SLABS ON GRADE (NOTE: 2500 PSI USED FOR DESIGN) 145 PCF, 145 PCF, 145 PCF, f'c=3000 PSI I fc=3000 PSI f' c=30001 PSI ELSEWHERE UNLESS NOTED 145 PCF f'c=3000 PSI . I PORTLAND CEMENT SHALL CONFORM TO USC STANDARD 19-1 (ASTM C-150), TYPE II. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ASTM C-33. COMBINED AGGREGATE GRADATION OF 3/B" MAXIMUM (PEA GRAVEL) SHALL NOT BE USED. READY MIXED CONCRETE SHALL CONFORM TO UBC STANDARD 19-3 (ASTM C-94). PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 304. C!..EAN AND ROUG EN TO 1/4" AMPLITUDE ALL CONCRETE SURFACES AGAINST WHICH CONCRETE Ir TO BE PLACED. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE SECURED IN POSITION PRIOR TO PLACING CONCRETE. I . PROVIDE SLEEVES fOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE, BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. I CORING IN CONCRETE IS NOT PERMITTED EXCEPT f,,S SHOWN. NOTIFY THE, STRUCTURAL ENGINEER, IN ADVANCE, OF CONDITIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 10. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: CONCRETE Cf,,ST AGAINST AND PERMANENTLY EXPOSED TO EARTH ................ .3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS ............................. 2" #5 BARS, W31 OR D31 WIRE, AND SMALLER ......................................... 1 ½" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS: 1 (/14 AND 1/18 BARS ................................... 1 '/2 fi1~ctL1JMJiALLER ..............•.•............. ¾ • PRIMARY REINFORCEMENT STIRRUPS, TIES, SPIRALS ............................. 1 ½" CONCRETE BLOCK MASONRY (fm = 1500 PSI) 1. ALL PORTIONS OF WORK PERTAINING TO CONCRETE BLOCK MASONRY 1 · CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTE~ 21. 2. THE STRENGTH OF CONCRETE BLOCK MASONRY CONSTRUCTION SHALL BE j DETERMINED BY PRISM TESTING IN ACCORDANCE WITH SEC. 2105.3.2. 3. CONCRETE BLOCKS SHALL BE HOLLOW LOAD-BEARING CONCRETE MASONR UNITS CONFORMING TO UBC STANDARD 21-4 (ASTM C-90), GRADE N-1, tEDIUM WEIGHT UNITS. USE OPEN END UNITS AT VERTICAL REINFORCING. 4. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 5. MORTAR SHALL CONFORM TO TABLE NO. 21-A. FOR TYPE S MORTAR. MORTAR SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 D~YS. 6. GROUT SHALL CONFORM TO TABLE NO. 21-B, FOR COARSE GROUT. USE, SUFFICIENT WATER FOR GROUT TO FLOW INTO ALL CELLS WITHOUT I SEGREGATION. ADMIXTURE SHALL BE SIKA GROUT AID, TYPE II. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. j 7. PROVIDE A MINIMUM ONE BAR DIAMETER OF GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. PROVIDE A MINIMUM OF 1" OF GRO AROUND ALL BOLTS EMBEDDED IN MASONRY. I 8. CELLS SHALL BE IN VERTICAL ALIGNMENT. DOWELS IN FOOTINGS SHALL Bt SET TO ALIGN WITH CORES CONTAINING VERTICAL REINFORCING. . 9. ALL CELLS IN CONCRETE BLOCKS SHALL BE SOLIDLY FILLED WITH GROUT. 1 MAXIMUM GROUT POUR HEIGHT SHALL BE IN ACCORDANCE WITH TABLE 21-C, AND SHALL NOT EXCEED 8 tEET. CLEANOUTS SHALL BE PROVIDED fOR ALL GROUT POURS OVER 5 tEET IN HEIGHT. 10. HORIZONT,Al REINFORCING SHALL BE PLACED IN BOND BEAM UNITS. 11. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE TEXTURE, HEIGHT OF MASONRY UNITS, LAYING PATTERN AND JOINT TYPE. USE RUNNING BOND PATTERN. UNLESS NOTED OTHERWISE. 12. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS SPECIFIC,ALLY NOTED OR DETAILED. 13. ELECTRICAL CONDUIT MAY BE ROUTED IN CMU WALLS f,,S FOLLOWS: A. MAXIMUM SIZE AND QUANTITY OF CONDUIT PER CELL (EXCEPT AT JUN TION BOXES) SHALL BE ONE -1" DIAMETER OR 2 -3/4" DIAMETER (BUNDLED TOGETHER). B. CONDUIT SHALL NOT BE PLACED IN A MASONRY CELL CONTAINING REINFORCING. C. CONDUIT SHALL NOT BE Pl>CED IN A PILASTER. 0. CONDUIT SH,All BE PLACED AT THE CENTERLINE OF THE WALL. 14. ALL STRUCTURAL MASONRY WORK SHALL BE CONTINUOUSLY INSPECTED DYRING LAYING AND GROUTING BY A SPECl,Al INSPECTOR SPECIFICALLY APPROVED BY THE ENFORCEMENT AGENCY FOR THAT PURPOSE. REINFORCING STEEL FOR CONCRETE AND MASONRY 1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE I UNIFORM BUILDING CODE, CHAPTER 19, AND THE "MANUAL OF STANDARD I PRACTICE" BY THE CONCRETE REINFORCING STEEL INSTITUTE, OR f,,S MODIFIED BY THE CONSTRUCTION DOCUMENTS. I 2. REINFORCING BARS SHALL CONFORM TO f,,STM /\-615 GRADE 60, EXCEPTi #3 BARS MAY BE GRADE 40. REINFORCING BARS THAT ARE TO BE WELDED SHALL CONFORM TO ASTM A-706, GRADE 60. I 3. WELDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGEN ELECTRODE~ AND SHALL CONFORM TO USC STANDARD 19-2 (STRUCTURAL WELDING CODE - REINFORCING STEEL, AWS 01.4, BY THE AMERICAN WELDING SOCIETY) ANtj SEC. 1903.5. WELDING RODS USED FOR THE WELDING OF REINFORCING SHALL BE E90XX. ,All WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. 4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. ALL #S OR LARG R REINFORCING BARS SHALL NOT BE RE-BENT. 5. WELDED WIRE FABRIC SHALL CONFORM TO .ASTM A-1 BS, AND SHALL BE WPED 1- 1/2 SPACES AND 12" MINIMUM. 6. DOWELS BETWEEN FOOTINGS AND W,ALLS OR COLUMNS SHALL BE THE SA E GRADE, SIZE, SPACING AND NUMBER f,,S THE VERTICAL REINFORCEMENT, RESPECTIVELY. 7. REINFORCING SPLICES SHALL BE MADE f,,S INDICATED ON THE DRAWINGS. 8. ALL VERTIC,Al REINFORCING SHALL BE CONTINUOUS BETWEEN 1WO DIAPHI AGM LEVELS, UNLESS NOTED OTHERWISE. DRAWING NUMBER DWG 447-6 37 of 102 SAF!Xl PRODUCTS • NEW HOPE, MINf\ESOTA FIEORbl:R BY PAAT NUM9ER 6553 -1---·-- ' ARCHITECT PROJECT (<]\A ~ ~ ....... Ina. 11)2'12 1.1111 c....k Or, .t .. 10tl • L,ocur,• Hlh, CA, lta&::I T•I CliM-01 4t,:2 4 9$100 • l"•x Hi401 •02 -ilt201 _...XNA<><>'1.il!ll<,Q-0""' KNA JOB NO. 101.357 NTD ARCHITECTS .f/19 V,ewMge i.e. Suite 200 San Diego, CA 92123 Glendora e Son lliego e Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITI.E COMMUNITY CENTER BUILDING NO. DATE I I I/ GENERAL NOTES REVISION COMMENTS DRAWN BY NP PROJECT NO. 2000-0247 CHECKED BY DATE AL le\ 12-09-03 DRAWJNG NO. S-0.1 SHEET 3 1 or I T) ")... DRAWING NUMBER SAFC□ PROOUCTS • NEW HOPE. MINNESOTA FIE□f'lOER BY PART Nl..lfvmER 8553 ---P03ITIOltSl8£11FJIII.IHTIIN'tllisUWl!.i..,_ ---- • DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER B,ll..FOO PAOOOCTS • NEW H □PE, MINNESOTA AEORtER BY PART NUI\IIEIEA 8553 SAFCO PRODUCTS • tEJoJ HOPE, MINNESOTA REORDER BY PA ITT NUMElEfl 6553 SAFCO PRODUCTS • NE'W HOPE, MINNESOTA FIECJRDER BY PART NUMDEFl 8553 __,.. . l'USIIIOlltllOE!lfmlllTONTII/SUIIE_._;· ----"'----1------'-~l'OOIJIO'fUlll:Qf P11lNTOIITHl3Wlt---~ -'=---l'IJSITllltlOIGEOfl'IIINTIIN11hSLJIIE----... -~ STRUCTURAL STEEL AND MISCELLANEOUS METAL 1. ALL PORTIONS OF WORK PERTAINING TO STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 22, AND THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS -ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 2. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A-572, (GRADE 50), OR ASTM A-992. 3. STEEL PIPE SHALL CONFORM TO ASTM A-SJ, TYPE E OR S, GRADE B. STEEL TUBES SHALL CONFORM TO ASTM A-500, GRADE B. 4. ALL BOLTS SHALL CONFORM TO THE FOLLOWING, UNLESS NOTED OTHERWISE: ANCHOR BOLTS: ASTM A-307 TYPICAL STEEL CONNECTIONS: ASTM A-325N (NON-SUP-CRITICAL) MISCELLANEOUS CONNECTIONS NOT NOTED OTHERWISE: ASTM A-307 5. ANCHOR BOLTS SHALL BE HEX HEADED WITH THE DIMENSIONS OF THE HEX CONFORMING TO ANSJ/ASME 818.2.1. BENT BAR ANCHORS SHALL NOT BE USED. 6. STRL/CTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 7. ALL WELDING SHALL CONFORM TO THE STRUCTURAL WELDING CODE -STEEL, AWS 01.1, BY THE AMERICAN WELDING SOCIETY. WELDING RODS SHALL BE E70XX. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. 8. ALL WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS. SIZE OF WELDS SHALL BE BASED ON AWS D-1.1 FOR THICKER PART JOINED. 9. BOLT HOLES SHALL BE 1/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, UNLESS NOTED OTHERWISE. BOLT HOLES AT COLUMN BASEPLATES MAY BE 3/16" MAXIMUM LARGER IN DIAMETER THAN NOMINAL SIZE OF ANCHOR BOLT USED, UNLESS NOTED OTHERWISE. 10. DO NOT PAINT STRUCTURAL STEEL SURFACES THAT ARE TO RECEIVE SPRAY-APPLIED FIREPROOFING OR TO BE ENCASED IN CONCRETE OR MASONRY. 11. ALL METAL ITEMS, INCLUDING CONNECTORS, EXPOSED TO THE WEATHER SHALL BE HOT-DIPPED GALVANIZED, AFTER FABRICATION. 12. STRUCTURAL STEEL SHALL BE DELIVERED TO THE JOB SITE FREE OF EXCESSIVE RUST, MILL SCALE, GREASE, ETC. 13. OPENINGS SHALL NOT BE PLACED IN STEEL MEMBERS UNLESS SPEClflCALLY DETAILED. COLD-FORMED STEEL FRAMING 1. ALL PORTIONS OF WORK PERTAINING TO COLO-FORMED STEEL CONSTRUCTION SHAll. CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 22, AND THE SPECIFlCATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS, BY THE AMERICAN IRON AND STEEL INSTITUTE. 2. ALL LIGHT GAUGE METAL FRAMING SHALL BE GALVANIZED AND SHALL CONFORM TO ASTM A-653, WITH A MINIMUM YIELD STRENGTH OF 50 KSI FOR 16 GAUGE AND HEAVIER FRAMING, AND ASTM A-653, WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 18 GAUGE AND LIGHTER FRAMING. 3. DIMENSIONS, PROPERTIES AND TYPES NOTED ARE BASED ON METAL STUDS AND TRACKS BY STEEL STUD MANUFACTURERS ASSOCIATION, ICBO NO. 4943, UNLESS NOTED OTHERWISE. 4. ALL STUDS AT JAMBS OF DOOR AND WINDOW OPENINGS SHALL BE 16 GAUGE, UNLESS NOTED OTHERWISE. 5. WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE - Sf!EET STEEL, AWS D1.3, BY THE AMERICAN WELDING SOCIETY. 6. DOUBLE VERTICAL STUDS SHALL BE STITCH WELDED TOGETHER ON BOTH FLANGES WITH 1/16" GROOVE WELDS, 1' LONG AT 12" ON CENTER. 7. ALL SHEET METAL SCREWS SHALL PROTRUDE 1/4" MINIMUM THROUGH METAL FRAMING. 8. ALL METAL STUDS SHALL HAVE STIFFENED FLANGES. 9. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR SIZE AND GAUGE OF STUOS. 10. MINIMUM SECTION PROPERTIES, SEE 15/S-1.4. WOOD 1. ALL PORTIONS OF WORK PERTAINING TO WOOD CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 23. 2. LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD GRADING RULES NO. 17 OF Tl-IE WEST COAST LUMBER INSPECTION BUREAU, OR THE STANDARD GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION. 3. DIMENSION LUMBER SHALL BE DOUGLAS FIR-LARCH, NO. 1 AND BETTER GRADE, UNLESS NOTED OTHERWISE. TIMBERS SHALL BE DOUGLAS FlR LARCH, NO. 1 GRADE, UNLESS NOTED OTHERWISE. MOISTURE CONTENT AT THE TIME OF INSTALLATION SHALL BE 19% OR LESS. 4. ALL PLYWOOD SHALL BE STRUCTURAL 1 AND COMPLY WITH UBC STANDARD 23-2 (PRODUCT STANDARD PS-1). USE PLYWOOD NAILS SAME GAUGE AS COMMON WIRE NAILS WITH LENGTHS AT I.EAST EQUAL TO PLYWOOD THICKNESS PLUS REQUIRED PENETRATION PER TABLE 23-1-G. 5. EXPOSED MEMBERS SHALL BE SELECT STRUCTURAL GRADE, FREE OF HEART CENTER (WHERE SIZE PERMITS), AND SELECTED FOR APPEARANCE AND STRAIGHTNESS. 6. BOLT HOLES SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER DIAMETER THAN NOMINAL SIZE OF BOLT USED. RETIGHTEN ALL NUTS PRIOR TO CLOSING IN. 7. STANDARD CUT WASHERS SHALL BE USED UNDER BOLT HEADS AND NUTS AGAINST WOOD. USE HEAVY PLATE OR MALLEABLE IRON WASHERS WHERE NOTED. B. 00 NOT BORE OR NOTCH JOISTS, RAFTERS OR BEAMS, EXCEPT WHERE SHOWN IN DETAILS. OBTAIN ENFORCEMENT AGENCY AND STRUCTURAL ENGINEER'S APPROVAL FOR ANY HOLES OR NOTCHES NOT DETAILED. 9. METAL CONNECTORS FOR WOOD CONSTRUCTION SHALL BE SIMPSON "STRONG- TIE", UNLESS NOTED OTHERWISE. FILL ALL ROUND AND TRIANGLE HOLES WITH THE SPECIFIED NAILS. APPROVED EQUALS MAY ONLY BE USED WITH PRIOR APPROVAL FROM ENFORCEMENT AGENCY AND THE STRUCTURAL ENGINEER. 10. ALL NAILING SHALL CONFORM TO TABLE NO. 23-11-8-1 -NAILING SCHEDULE, USING COMMON WIRE NAILS. PREDRILL ALL NAILS 20d AND LARGER AND WHERE REQUIRED TO PREVENT SPLITTING. 11. LAG BOLTS SHALL HAVE LEAD HOLES BORED BEFORE INSTALLING. HOLE DIAMETERS SHALL BE />S FOLLOWS: A. SHANK PORTION B. THREAD PORTION SHANK PORTION 0.60 TO 0.75 DIAMETER OF THREAD AND SAME LENGTH GLUED LAMINATED WOOD 1. ALL PORTIONS OF WORK PERTAINING TO GLUED LAMINATED WOOD CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 23. 2. GLUED LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR, COMBINATION 24F-V8 DF/DF, IN ACCORDANCE WITH SECTION 2312 AND ANSI/AITC STANDARD A190.1. SIMPLE SPAN BEAMS MAY BE DOUGLAS FIR, COMBINATION 24F-V4 DF /DF. ALL HEARTWOOD ALASKAN YELLOW CEDAR, COMBINATION 20F-V12 AC/AC, SHALL BE USED FOR EXTERIOR EXPOSED MEMBERS. EXTERIOR TYPE ADHESIVES SHALL BE . USED. 3. BEAMS SHALL BE ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED; INDUSTRIAL APPEARANCE GRADE ELSEWHERE. 4. ALL LAMINATIONS FOR GLUED LAMINATED BEAMS SHALL BE 2" NOMINAL THICKNESS AND OF THE WIDTH SHOWN OR NOTED. ALL LAMINATIONS SHALL BE PARALLEL TO THE BOTTOM EDGE OF THE BEAM, EXCEPT AS NOTED. 5. THE MOISTURE CONTENT OF THE WOOD AT THE TIME OF GLUING SHALL BE NOT LESS THAN 7 PERCENT, NOR MORE THAN 10 PERCENT. 6. NOTCHING OR BORING OF GLUED LAMINATED BEAMS SHALL NOT BE ALLOWED UNLESS SPECIFICALLY DETAILED. MACHINE APPLIED NAILING 1. THE USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION AND THE APPROVAL OF THE STRUCTL/RAL ENGINEER AND THE ENFORCEMENT AGENCY. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. IF NAILHEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER, OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY AND SHALL BE DISCONTINUED. DRAWING NUMBER SAFOJ PRODUCTS • NEW HOPE, MINNESOTA FEORtER BY PA ITT NUMBER 8'5S3 -.-----rusmlllllllllE<YF'PIUIITONTHISLIIE-- NAILING SCHEDULE 1. THE NAILING IS TYPICAL UNLESS NOTED OR DETAILED OTHERWISE. ALL NAILS ----l--- SHALL BE COMMON WIRE NAILS. DRILL HOLES FOR 20d NAILS AND LARGER AND AS REQUIRED TO PREVENT SPLITTING. JOISTS OR RAFTERS TO SIDES OF STUDS: 8" JOIST OR LESS FOR EA. ADDITIONAL 4" IN DEPTH OF JOIST BRIDGING TO JOIST, TOENAIL EA. END BLOCKING BETWEEN JOISTS OR RAFTERS -TO JOIST OR RAFTERS -TOENAILS EA. SIDE, EA. END (WHEN POSSIBLE, NAILS DRIVEN PERPENDICULAR TO GRAIN SHALL BE USED INSTEAD OF TOENAILS) (3)16d (1)16d (2)8d (2)10d BLOCKING BETWEEN STUDS, EA. END 1X6 SUBFLOOR OR L_ESS TO EACH JOIST, FACE NAIL (2)10d TOENAILS OR (2)16d (2)8d WIDER THAN 1 x6 SUBFLOOR TO EACH JOIST, FACE NAIL 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL SOLE PLATE TO JOIST OR BLKG: (3)8d (2)16d TYPICAL FACE NAIL AT BRACED WALL PANELS 16d C 16" (3)16d O 16" TOP PLATE TO STUD, ENO NAIL (2)16d STUD TO SOLE PLATE (4)8d TOENAIL, OR (2)16d END NAIL DOUBLE STUDS, FACE NAIL DOUBLED TOP PLATES: 16d O 24" TYPICAL FACE NAIL LAP SPLICE 16d C 16", U.N.O. (8)16d, U.N.O. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL RIM JOIST TO TOP PLATE, TOENAIL TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL CONT. HEADER, ,WO PIECEllld @ 16" ALONG EA. EDGE CLG. JOISTS TO PLATE, TOENAIL CONT. HEADER TO STUD, TOENAIL CLG. JOISTS, LAPS OVER PARTITIONS, FACE NAIL CLG. JOISTS TO PARALLEL RAFTERS, FACE NAIL JOIST OR RAFTERS AT ALL BEARINGS -TOENAILS, EA. SIDE 1" BRACE TO £A. STUD AND PLATE, FACE NAIL (3)8d Bd@ 6" (2)16d (3)8d (4)8d (3)16d (3)16d (2)10d (2)8d (2)8d (3)8d 1 x8 SHEATHING OR LESS TO EA. BEARING, FACE NAIL WIDER THAN 1X8 SHEATHING TO EA. BEARING, FACE NAIL BUILT-UP CORNER STUDS 16d C 24" BUILT UP GIRDER AND BEAMS 20d @ 32 • AT TOP AND BOTTOM (STAGGERED), AND (2)20d AT ENDS AND AT EA. SPLICE 2" PLANKS (2)16d AT EA. BEARING CLG. STRIPS (FURRING): 2x3 PER BRG (STRONGHOLD TYPES) (1)16d (1 )16d PLYWOOD NAILING -REr.R TO PLANS. STRUCTURAL TESTS AND INSPECTIONS 1. IN ADDITION TO THE REQUIRED INSPECTIONS, THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL PROVIDE INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED BELOW. 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFlCIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPEClflCATIONS. 4. THE SPECIAL INSPECTOR SHAll. FURNISH INSPECTION REPCRTS TO THE BUILDING OFFICIAL, THE STRUCTURAL ENGINEER, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE STRUCTURAL ENGINEER AND TO THE ENFORCEMENT AGENCY. 5. Tl-IE SPECIAL INSPECTOR SHAll. SUBMIT A FlNAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION, WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND Tl-IE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. 6. SP°ECIAL INSPECTONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON THE PREMISES OF A l'ABRICATOR REGISTERED AND APPROVED BY THE ENFORCEMENT AGENCY TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. 7. THE FOLLOWING TYPES OF WORK SHAll. BE INSPECTED BY A SPECIAL INSPECTOR: CONCRETE DURING THE TAKING OF TEST SPECIMENS AND PLACING OF REINFORCING FOR CONCRETE, EXCEPT FOR: NONSTRUCTURAL SLABS ON GRADE. SITE WORK CONCRE1E. BOLTS AND EMBEDDED PLATES INSTALLED IN CONCRETE PRIOR TO AND DURING THE PLACEMENT OF CONCRETE AROUND EMBEDDED BOLTS AND PLATES. STRUCTURAL WELDING CURING ALL SHOP AND FlELO WELDING. DURING WELDING OF REINFORCING STEEL. HIGH STRENGTH BOLTING STRUCTURAL MASONRY DURING THE PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS, AND CURING ALL GROUTING OPERATIONS. SPECIAL GRADING, EXCAVATION AND flLLING EXPANSION ANCHORS IN CONCRETE QR MASONRY ADHESIVE ANCHORS IN CONCRETE OR MASONRY STRUCTURAL OBSERVATION 1. THE OWNER SHALL EMPLOY KNA CONSULTING ENGINEERS (KNA), OR OTHER ENGINEER DESIGNATED BY KNA, TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN UBC SECTION 220 (REPEATED BELOW). OBSERVED DEFICIENCIES SHALL BE llEPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR AND THE BUILDING OFFICIAL. THE STRUCTURAL OBSERVER SHAll. SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFlCIENCIES THAT, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. 2. AS DEFINED IN UBC SECTION 220, "STRUCTURAL OBSERVATION MEANS Tl-IE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFlCATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM" DRAWING NUMBER DWG 447·6 .38 of 102 SAFCO PA□DUCTS • NEVV HOPE, ~IMIESOTA FIEOR□EA BY PAITT NUMEl!:R 6553 --PDS!TllllltDGtOfPIIIIITOIITHISl..lil£-"--- ARCHITECT KNA JOB NO. 101.357 NTD SEAL PROJECT ARCHITECTS 4719 'liewrldge A,e, Suite 200 Son D,go, CA 92123 Glendora • Son D;,go • Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING Tl1LE COMMUNITY CENTER BUILDING NO. DATE GENERAL NOTES RE\'ISION COMMEN1S DRAWN 8Y NP PROJECT NO. 2000-0247 CHECKED 8Y DATE AL ® 12-09-03 DRAWING NO. S-0.2 _,..""'. CC-124 DETAIL L DRAWING NUMBER 5AFCO PRODUCTS • NEW HOPE, MINNESOTA FIECflOEFl 8V PART NUMBER 6553 EXISTING rrG. NEW rrG. -•--~~------If--~~~~--- ,4 • <I ..,, "'-(2)#5x4'-0" REBAR EPOXIED INTO (E) CONC. FTG. W/ SIMP, SET EPOXY PER ICBO #5279 (MIN. 6" EMBED. & SPACE C 12" 0.C.) DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, M!NNESOTA DRAWING NUMBER SAFCO PROOUCfS • NEW HOPE MINNESOTA flEORtl:R BY PART NlJIIIIBER 8553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE MINNESOTA REORDER BY ?ART NUMSffi 8553 f!EORDER 6Y PART MJMBER 6553 -f!l!lrllllNmAEIIFl'IIJIITONTIIL1L,__ ___ _,,,,..._,._1-----rosn10N EDIIE OF PRIIIT ON TIIIS UIE --__,. _,,...,,,,.,,,, _,,...,,_.,_ -1 -= ----l'DSITIONEDGEO~PRIMTOIITIIISLIIIE--_,_,,,,_ ___,.,,.....,. _,.,..,,,,.,,.. I ' 1 .111,,~!b 1 'i . 11 e'111w1 I r111<> '-'-1 ,:'. CONC. SLAB------_, ON GRADE ,. 1'-6" MIN. DEPRESSED SLAB DOWEL TO MATCH---~~~ SLAB REINF. CONC. SLAB-~, ON GRADE \, OPTIONAL CONSTRUCTION JOINT--__, DEPRESSED SLAB • ' 0 ® CONC. SLAB----~, ON GRADE "-L--#4 CONTINUOUS . ' ~w11,w11;t 11 11 i 111 , 1Mm1 "=-w~ 11~ -~ ~~]Tl"-]TT'" 8" MIN. SLAB-TURN DOWN -(2) VERT. BARS lYP • • • • • A • I WALL LAP SPLICE (STAGGER) I • INTERSECTION WALL LAP SPLICE (STAGGER) INTERSECTION BARS SHALL MATCH HORIZ.· WALL REINF. TYP. 2'-0" MIN. lYP. • • f-------~' (2)li'P.~ _,/ VERT. BARS y CORNER WALL LAP SPLICE (STAGGER) I INTERSECTION CORNER • SCALE: 1"=1 '-0" C204-0 © SCALE: NO SCALE CJOJ-0 SCALE: NO SCALE 13 DEPRESSED S.O.G. AND SLAB EDGE 9 REINF. AT FND. WALL INTERSECTION #4 CONTINUOUS HORIZ. l'lARS W/ 1'-6" BENDS OR 1·-e· X 1·-s· DOWELS 0 CORNERS TYPICAL NOTES: 1. SEE ARCH. FOR SIZE, HEIGHT AND LOCATION OF CURBS AND PADS. 2. PROVIDE INSERTS PS REQ'D BY ARCH & MECH. DRAWINGS. I CURB CURB WIDTH PS R~QUIRED 4 MIN., 8" MAX. ~-CONSTRUCTION JOINT / CLEAN AND INTENTIONALLY ROUGHEN SURFACE TO A MINIMUM AMPLITUDE 11 OF PLUS OR MINUS 14" -.J,--..,,.--..:S.:::EE::....:.:AR:.::C:.:.H::.. • ..:D:.::W..:.G..:'S~-----.i'- ~ I 1½· CLR. ~ !~ #4 DOWELS O 24" C208 0 EM! SCALE: NO SCALE C107-0 PAD FOOTING SCHEDULE A B REINF. REMARKS PF-1 .:s'-o" 2·-0· 15012"0.C. PF-2 4'-0" 2'-0" 115@12"0.C. PF-3 #5@12"0.C. PF-4 6'-0" 2'-0 .. #5@12"0.C. PF-5 7' O" #5012"0.C. PF-6 2'-0" #511>9"0.C. REINFORCING-WHERE ! r ~ OF FOOTING AND COLU~N OCCURS-SEE SCHEDULE--~\ ~ ~ I i -.---.-'----L---.---r ' REINFORCING ~-~-1 I SEE SCHEDULE ~-._,,·.....,:::.... _ _:,.._.......,._____. ' A 3" CLR. lYP. 5 IIl SCALE: NO SCALE DRAWING NUMBER 8AFCO PRODUCTS • NE\N HOPE MINNESOTA REORDBs BY PA~ NUMEER '3553 D~W~~~Y-~BER 39 of 102 !AFCO PRIXIUCTS • NEW HCPE, MINNESOTA AEOROER 6Y PART NUMBER 6553 _,,..,,,. ----PllSITIIINmRl'OFPIIIWT!llll)IL~IINF------"--_, - - -----.:....-~sma!!fM!: !!'""1wl!!-!rw.~ ~-~ --~ ---'-- C103-0 A y SLEEVE 2" LARGER THAN PIPE THROUGH OUTSIDE DIAMETER OF PIPE STEM WALL~----j-f-----1 ,,--STEM WALL - ' f'1 ,;/ "' ◄ j FOOTING, FOR PIPES IN THIS AREA LOWER ,-l' 6• MIN rfG. SO PIPES PASS ( TYP. • THRU STEM WALL I C (D + 3' -0") MIN. SECTION ELEVATlON NOTES: 1. FOOTINGS SHALL BE STEPPED SO THAT THIS DIMENSION DOES NOT EXCEED 3' -0" . 2. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS WITH BUILDING FOUNDATION REQUIREMENTS. 3. TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE BEFORE POURING FOOTING. CONCRETE FILL SHALL BE SAME WIDTH PS FOOTING AND FULL WIDTH OF PIPE TRENCH. SCALE: NO SCALE PIPES PERPENDICULAR TO FOOTINGS 1 1 ST POUR 2ND POUR --~~~~-~=~~-- 3"' 3" ~---TIE OR VERTICAL WALL DOWEL , / ~ I ADJACENT TO CONSTRUCTION JOINT ,,,,-v { ,---1-----------1------'I,, ½ '> ~ 0 i ~ C105 0 SCALE: NO SCALE 14 CONCRETE CURBS AND PADS 10 PAD FOOTING SCHEDULE 6 CONTINUOUS FOOTING CONST. JOINT 2 15 ¼" PREFORMED- FILLER ALL AROUND • EXPANSION ANCHOR WHERE OCCURS OR 6" MIN. ~ CONC. SLAB ON GRADE, EXTERIOR PAVING n 12• B~L:r • ..,.,----ANCHOR BOLT, OR •..---r.,,'1.-.\--OR FINISH GRADE g}I: ~ n f \' • • "' t--.,.____,_,__._ u ,~ lo NOTES: SEE MECHANICAL AND ELECTRICAL DRAWJNGS FOR THE FOLLOWING 1. LOCATION AND DIMENSIONS OF BASES. 2. LOCATION, NUMBER, SIZE AND TYPE OF BOLTS. 3. EMBEDMENT OF EXPANSION ANCHORS WHERE OCCURS. 4. CURB HEIGHT, 4" MIN. -'1f. ' ~ • 11 ~- ' ' ~rj\ IF•= LF.iilli, ill~ \._ ½ • COMPRESSIBLE ''-MATERIAL ALL AROUND BASE 15 Cl> 12" O.C. EA. WAY TOP AND BOTTOM C209-0 SCALE: NO SCALE CONCRETE BASE FOR EQUIPMENT METAL STUD WALL----"._ • : ON GRADE CONCRETE SLAB ---\ ',. 1 - ~---CONT. BOTTOM TRACK j HILTI DS (0.177" DIA.) LOW LOCITY FASTENER BO NO. 2388) Cl 2' -0" O.C. D 6" MAX. FROM ENDS (PROVIDE FASTENERS O 16" 0.C. WHERE CABINETS OR EQUIPMENT IS ANCHORED TO WALL) 17/1a" MIN. EMBEDMENT. (2) FASTENERS MIN. PER PIECE or tRACK , DEPRESSED SLAB /,,--.':.,+-;. WHERE OCCURS ~ AT SLAB ON GRADE • METAL STU_D_w_AL_L----... ~ v 11 #4 CONT. I ~---i~~i:rrHl~?~~K T~cr K~II CBO NO. 4627) C 2' -0" 0.C. D 6" MAX. FROM ENDS 21/2" MIN. EMBED. (2) MIN. PER PIECE OF TRACK CONCRITT SLAB--\ ON GRADE \. I ---i.~=-=-=-~----z11 L._=-1=~==::=4. 6 ---~~-~':.. #4 @ 1a· o.c. 1 u• 1 ~ AT CURB ON SLAB ON GRADE DEPRESSED SLAB WHERE OCCURS NOTE: SHOT PINS NOT ALLOWED IN CURBS OR SLAB EDGES 11 S704-0 SCALE: NO SCALE C606-0 GENERAL 1. SLAB SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 90% WITH NO LOOSE SOIL ON TOP. NO HAND SHOVELED LEVELING. PAD SHALL BE MOISTENED PRIOR TO CONCRITT PLACEMENT. UNLESS NOTED OTHERWISE IN SOIL REPORT. 2. DO NOT PLACE CONCRETE WHEN THE TEMPERATURE EXCEEDS 90'F OR BO'F WHEN THE WIND EXCEEDS 12 MPH. 3. CURING COMPOUND TO BE APPLIED IN TWO COATS IN OPPOSITE DIRECTIONS WITH AN EXTRA APPLICATION ON ALL SAWCUT JOINTS. MUST BE PLACED WITHIN 2 HOURS OF POURING. 4. WHEN WIND, TEMPERATURE AND HUMIDlli' CONDmONS CAUSE EARLY DISAPPEARANCE OF BLEED WATER, STEPS SHALL BE TAKEN TO USE A FOG SPRAY. CURING SHALL COMMENCE IMMEDIATELY AFTER FINISHING. 5. WAIT 7 DAYS BEFORE OPERATING VECHICLES AND EQUIPMENT ON SLABS. CRANE OUTRIGGER SHALL BE WELL PLANKED TO DISTRIBUTE THE LOAD. SLAB SECTION r-REINFORCING PS CALLED FOR 5" SLAB -1½" CLEAR / ON fOUNDATION PLAN =:.t:==:t;;:;:. ===:::::i•u•c==:::::;.;:::: -.W., I ~TTTLJ.1-II L -, u;;:;w=-'\....,, ,, '--SLAB SUB-GRADE SEE NOTE 1 SLAB POUR SEQUENCE POUR SLAB IN STRIPS 18' -0" WIDE OR LESS. t--!I --+:~--!I --~2'-0"¢ OR 1'-6" SQ. , 1 1 MIN. BLDCKOUT ONLY -t-_ _ ·:-_ -1-__ -, __ ...,__ 0 COLUMNS ' I ' I \ , ----_;~--CONTROL JOINTS +---i --\ rF--+ CONSTRUCTION JOINTS CONSTRUCTION JOINTS -1• CLR. TOOL JOINTS------~ WATERCURE EDGE----~ AFfER REMOVING REINF. NOT CONTINUOUS THRU JOINT FORMS 2'-011 CONTROL JOINTS , ½"• x 1·-s· SMOOTH DOWELS C 18" O.C. WRAP OR GREASE ONE END. CUT, DO NOT SHEAR DOWELS. 2'-0" 6. PROVIDE CONTROL JOINTS TO LIMIT MAXIMUM SLAB AREA TO 200 SF, WITH A MAXIMUM OF 16 FL IN ONE DIMENSION. CONTROL JOINTS SHALL BE PLACED PERPENDICULAR TO CONSTRUCTION JOINTS. 7. 1 ¼" SAWCUT FILLED WITH A CEMENT GROUT. SAWCUT WITH A DIAMOND, WET BLADE. SAWCUTS TO BE MADE WITHIN 4 TO 12 HOURS OF POURING SLAB, .liQ ZIP STRlr-0 • • 1 • I I ~111,,111 '1 ,'i}'L'J" ,_ REINF •. -__, CONTROL JOINT • SLAB THICKNESS SCALE: NO SCALE 16 NON-BEARING MET AL STUD BOTT. 12 TYP. CONC. SLAB-ON-GRADE (6 11 THICK) 8 • • I BACKFILL PER SPECS ~ GROUND LINE ~ \ \ I I '~iT'u 'l7i!L1]llii il111ffi1 "m" 1[1111 · I \ / I r{, I -,11=1ri111· ··-=111=,'' I / -~ I I I I -'k----1-----r--., I ~PIPE I I ~ '-....._~-~ \ J . .... I '' ..._' ,.. ..._ TRENCH EXCAVATION TYP. ~ ! JJ;j ', ........ ~ 1 ', , , I ', I / '..._ I / --._ \ I ~--BOTTOM OF TRENCH '..._ , \ ~ PIPE EXCAVATION SHALL NOT ', 1 J EXTEND BELOW THIS LINE "-, - UNLESS APPROVED BY THE ', GEOTECHNICAL ENGINEER , , NOTES: 1. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS WITH BUILDING FOUNDATION REQUIREMENTS. 2. IF REQUIREMENTS PS SHOWN CANNOT BE MET, STEP FOOTING PER TYPICAL "STEPPED FOOTING" DETAILS ffi C102-0 PIPES PARALLEL TO FOOTINGS • "' CLASS "A" SPLICE LENGTH (TYP. 4-PLACES, 2'-0" MIN.) 2 "s'" 3" CLR. TYP. '- L-..----LOCATION OF STEPPED ~ FOOTING PER PLAN C104-0 NOTES: 1. FOR FOOTING REINFORCING SEE FOOTING ELEVATIONS AND/OR SECTIONS. 2. VERTICAL WALL oowns SI-IALL EXTEND TO BOTTOM OF FOOTING. '-.. STEPPED FTG: TWO LAYERS OF REINF. ' SCALE: NO SCALE 3 SCALE: NO SCALE 4 CONSULTANT AACHITECT PROJECT (<M -.... J ... -.i~a:: MIi er-1< D,, ate. 100 • ~ HU!-. C:;'11:Ml3 ~-;,"~~~ .. "' .... ,,, . .,,l_ u~ KNA JOB NO. 1 1.357 NTD ARCHITECTS 4719 ~ewr1dge 11,e., Suite 200 San D;ego, r.l 92123 Clendoro • San DiC90 • Auburn ' CITY OF CARLSBAD, CONTRACT NO. 3$991 AVIARA COMMUNITY PARK DRAWING lTTI.E COMMUNITY CENTER BUILDINQ TYPICAL CONCRETE DETAILS NO. DATE REVISION COMMENTS I/\ II I I r, DRAWN BY NP PROJECT NO. 2000-0247 CHECKED B'I" DATE AL le\ 12-09-03 ORA'MNG NO. S~1.1 SHEE1"3 9 OF 1 () A-- L DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIEOAIJER BY PART NlJM8ER 8553 DRAWING NUMBER SAFCO PADDL.ICT5 ■ NEW HOPE, M!NNE50TA DRAWING NUMBER SAFCCI PRODUCTS • NEW HOPE, MINNESOTA -1 -----rosmGNEDGEOfPIIINTIJITMISLIIIE---__. --i ----l'IEORtl:FI BY PART NUMBER 6553 -rmmoN ECGE Cf PAIIIT Q!(TJIIS LIIIE-__ ,..,.......,...___,..,....,,.._1---------REORt€R BY PART NLIMSER 8553 -,asmDH BIG£ OF PRINT Ill n11s LIIIIE- C410 0 NOTES: 1. 2, 3. 4. TI-1E SCHEDULES ON THESE DETAILS APPLY TO REGULAR WEIGHT CONCRETE (145 -150#/CU, FT.) REINFORCING STEEL SHALL BE SPLICED WITH CLASS B TENSION LAP SPLICES OR COMPRESSION LAP SPLICE, WHICHEVER IS GREATER, UNLESS SPECIFICALLY DETAILED ON THE DRAWINGS SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZE BARS. LAP LENGTI-1S SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN IN LIEU OF LAP LENGTHS SCHEDULED. 5. "TOP BARS" ARE HORIZONTAL BARS SO PLACED THAT 12" OR MORE OF. CONCRETE IS CAST IN MEMBER BELOW THE BAR. 6. BUNDLED BAR SPLICES: A. INDMOUAL BAR SPLICES WITHIN THE BUNDLE SHALL NOT OVERLAP EACH OTHER. B. INCREASE LAP LENGTI-1 20% FOR A 3-BAR BUNDLE. c. INCREASE LAP LENGTI-1 33% FOR A 4-BAR BUNDLE. 7. LAP SPLICED BARS SHALL NOT BE SPACED TRANSVERSELY FARTI-1ER APART THAN 20% OF THE REQUIRED LAP LENGTH NOR MORE THAN 6", 8. CONTRACTOR MAY AT HIS OPTION US~UTT WELDED SPLICE IN LIEU OF LAP SPLICE SHOWN SEE 6 13 TENSION DEVELOPMENT & LAP SPLICE DRAWING NUMBER BAFCCI PRODUCTS • NEW HOPE, MINNESOTA SPLICE LENGTI-1, 1" MIN. I l SPLICE LENGTH .I RE'.ORtlEFI BY PAITT NUMBER 8553 -rmm111 l!DliE Ill' l'IIINT ON llllS ~- r--( 1 l BAR DIA, CLR. BElWEEN I (2 HORIZ. LAYERS (1" MIN.) MINIMUM STAGGERED SPLICE SPLICE LENGTHS PER CATEGORY SEE TABLE BELOW CASE, ACCORDING TO STRUCTURAL CONCRETE CENTER-TO-CENTER BAR SPACING ELEMENT COVER <2db >2db <3db >3db 2 2 2 2 BEAMS OR <db COLUMNS ~db 2 1 1 1 2 2 2 2 ALL OTI-1ERS <db ~db 2 2 2 1 WHERE db = NOMINAL DIAMETER OF A BAR NOTE: FOR ADDITIONAL NOTES SEE "REINFORCING LAP SPLICE NOTES" THIS SHEET. rv::: VERTICAL BARS HORIZONTAL BARS NOTES: 1. A PRE-QUALIFICATION TEST SHALL BE MADE BY AN APPROVED TESTING LABORATORY ON SAMPLES OF EACH SIZE BAR BEING WELDED. 2. WELDING SHALL BE WITH E90XX LOW HYDROGEN ELECTRODES AND SHALL CONFORM TO A.W.S. -D1.4. -- . C412-0 SCALE: NO SCALE DRAWING NUMBER DRAWING NUMBER DWG 447-6 40 of 102 SAFCO PRODUCTS • NEW HOPE, MINNESOTA IAFCO PRODUCTS • NEW HOPE, MINNESOTA fl;OROEl'I BY PAITT NUMBER 6553 FEORtJBI BY PART NLIMSER 055J -1 -----PGSrflllllfOGEOfP!IIIITONllHSLllt---....----1 - -----l'lll!mDIIUILlEOl'l'lllliTOllllHSUHI:- BAR SIZE #3 4 5 6 7 8 9 10 11 TENSION DEVELOPMENT AND LAP SPLICE LENGTH FOR GRADE 60 UNCOATED BARS f'c == 3000 psi ; NORMAL WEIGHT CONCRETE CL.ASS A· B A B A D A B A D A B A B A M A D TOP BARS OTHER BARS CASE 1 CASE 2 CASE 1 CASE 2 n , 2 22 33 i ~ 9 4., Aj 3 33 8 7 4 2 07 1 1 62 21 a1 , 101 1 1 8 116 1" '" 151 CLASS B DEVELOPMENT LENGTH PER LU I" I o l ! / EXTEND BAR ~ ii~8rs1:& FAR AND PROVIDE fACE OF CONCRETE I STANDARD HOOK NOTES: ~ER S~~~ULE MINIMUM TENSION EMBEDMENT FOR GRADE 60 UNCOATED BARS WTI-1 STANDARD END HOOKS BAR NORMAL WEIGHT CONCRETE, f'c (psi) SIZE 1---::3:--:0-00--,,--,5,..,0"'o""o--,---,6,.,0""oo-,---1 #3 a· 6" 6" #4 ,. 8" ,. #5 ,. 10" 8" #B a· 12" ll" p 1if 14" 11" #8 11" 16" 12" #9 13" 18" 14" #10 14" 20· 15" 22" 17" 111 16" 1. THE SCHEDULE SHOWN IS BASEO ON ACI 318-89 REQUIREMENTS. 2. SIOE COVER > 21/2" 3. ENO COVER (so· hooks) ~ 2" C411-0 4. FOR LIGHTWEIGHT AGGREGATE CONCRETE MULTIPLY Af30VE VALUES TIMES 1.3 SCALE: NO SCALE 1 SCALE: NO SCALE --------- 14 10 BUTT WELDED REINFORCING BARS 6 BAR DEVELOPMENT LENGTH 2 15 11 16 12 • D/3 1/ • 16 D LOW HYDROGEN WELDING RODS SEE SCHEDULE FOR LENGTI-1 OF WELD, U.N.O. ' • ''I • 16 FLARE BEVEL WELD BUTT WELD -BEADS TO BE Al LEAST c-;;;:::==:t FLUSH EXCEPT '/15" AT ~+---+,.&, ~ 0 f/5 AND SMALLER ~LOW HYDROGEN WELDING RODS SEE SCHEDULE FOR LAP WELD LENGTH OF WELO, U.N.O. ' MINIMUM WELD REQUIREMENTS FOR LAP WELDING NOTES: 1. USE (E90XX) LOW HYDROGEN RODS FOR ALL REBAR WELDING. 2. ALL WELDING SHALL BE SUBJECT TO CONTINUOUS INSPECTION. BAR SIZE WELD LENGTH (EA. SIDE) #3 2" #5 3" #7 4" C413-0 SCALE: NO SCALE REBAR WELDING 7 8 ., lil "" g g "' ., "" """ 0:: 0:: e ~ ,Y.:: "0 ~ '0~ ~~ "' -v~ / ~ ,)~ r ·\'( -,!! .~ y D = 4d FOR #3 TO #5 D = 6d FOR 16 TO 18 90' HOOK 135" HOOK TIE OR STIRRUP NOTES: 1. ALL BAR BENDS SHALL BE MADE COLD 2. ~L REINFORCING BARS 5 & LARGER SHALL NOT E RE-BENT. :i :!e ~ ~ 15 E .. -" -.L -,!! 1so· HOOK •"I ~ 180" HOOK H4d OR 2½' MIN. r '(X " .., ' -,vl[ 90" HOOK ~ D = 6d FOR #3 TO #8 0 = Bd fOR JS TO 111 PRINCIPAL REINFORCING 6 ~ MAXIMUM OFFSET BEND C409-0 SCALE: NO SCALE BAR BENDS , MIN. EMBED. '/ 1" MIN. GROUT-~ ~ ALL AROUND BOLTS /, IN MASONRY .,_ ___ :_,a _ -~ l FACE OF CONCRETE OR MASONRY V /1 c· I BOLT SIZE EMBEDMENT EMBEOMENT FOR EMBEDMENT FOR FOR MASONRY CONCRETE U.N.O. CONC. C SHEAR WALLS ½" 4" 4" MAX. FOR 8" ~ 5/a• 5" 4½" MASONRY ¾' 6" 5" MAX. FOR 12" 1/a" 7" 6" MASONRY 1" s· ,. 11/s" 9" 8" 11/., 10" 9" NOTES; 1. MINIMUM BOLT SPACING SHALL BE 12 BOLT DIAMETERS WITH A MINIMUM EDGE DISTANCE OF 6 DIAMETERS, UNLESS NOTED OTI-1ERWISE. 2. PROVIDE AN ADDITIONAL 2" OF EMBEDMENT FOR ANCHOR BOLTS LOCATED IN THE TOP OF COLUMNS. 3. ANCHOR BOLTS SHALL BE HEX HEADED WITH THE DIMENSIONS OF THE HEX CONFORMING TO ANSI/ASME B18.2.1 BENT BAR ANCHORS SHALL NOT BE: USED. 6" 1½· 9" 10½• 12· 13½" 15' 3 C501-0 4. CORE CMU FACE SHELLS AS REQUIRED TO ATTAIN PROPER ANCHOR BOLT EMBEOMENT SCALE: NO SCALE BOLT EMBEDMENT SCHEDULE 4 CONSULTAl'lT,.,,,,=.,,,. i~\:ESSta ARCHrrECT SEAL ··~ :e: KNA JOB NO. 1 1.357 NTD ARCHITECTS 4719 Yiewridge Irie., Suite 200 Scm Diego, CA 92123 Glendora • Son Diego • Auburn PROJECT t CITY OF CARLSBAD, CONTRACT NO. 3 991 A VIARA COMMUNITY PA K DRAWING TITI.£ COMMUNITY CENTER BUILDIN1 TYPICAL CONCRETE REINF./ANCHORAGE D~TAILS NO. DATE REVISION COMMENTS I/ DRAWN BY PROJECT N • NP 2000-247 CHECKED BY DATE I AL 1'1:' 12-09-03 I/ --. I DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DWG 447-6 41 of 102 B.A.FCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUM91:fi 8553 SAFCO PADOUCTS • NEW HOPE, MINNESOTA REORDER SY PART NUMBER 6553 SAFCO PRODUCTS • NEW HOPE. MINNESOTA REORDER 8Y PART NUMBER 8553 BAFCO PRODUCTS • NEW HOPE, MINtESOTA SAFCO PRODUCTS • NEW HOPE, M!Nl'ESOTA FEDFIIJER BY PA.IT NUMBER 8553 R!:OADER BY PAF!T NUMBER 6553 SAF'CO PRODUCTS • NEW' HOPE, MINNESOTA REORDER BY PART NUMBER 8553 --PUSmOMttl!IEOFPI\IIITOffTMciUl!I'----~-~-----PIISrnON WIIEllf PIIINTOIITIIIS LINE------t -----POSITl!lllfllGfOF"IHTOffT!llil.Ml::------t -----PIIStn[lll!D(!;IJl'MIINTDIITIIISUII~--___,., __._ ---, ------Pll:9ITIONmBEOFPlllNTOIITllfsl.ll!-.... ----~, -----POSl'l1GNBl6l:llf"IJl'l'ONT\lll!UIIE-- M108 0 FREESTANDING CMU WALL REINFORCING SCHEDULE H 1~ O" TO 2• O" 2•-1• TO 3'-0" 5'-1" TO 6f-0" 61-1"' TO 7'-0" 9'-1" TO 10'-0" 10'-1" TO 13'c-O" W (A) (B) • (C) 1 -6" 2'-0" 3'-0" 3'-6" 4• -0'" 4"-6" 51-0" 5'-0" 4 0 24·· 4 C 24" 4 C 24" 5 C 24" 5 C 24" 5 C 24" /JS C!> 24" /JS C 24" 2115 C 24" 2)15 C 24" 4 0 24" 4 C 24" 4 C 24" 5 C 24" 5 C 24" 5 C 24" fS C 24" 5 C 24" #5 C 24" #5 C 24" es o 1s· fS C 16" 2 5 C 24" 15 0 16' 2 5 C 24" #6 0 16' • SPACE VERTICAL REINFORCING CP 16" O.C. WHERE STACK BOND PATTERN OCCURS. WALL THICKt{ESS (NOMINAL) 6" 8" 8" a· 8" s· 12· 12" DOUBLE CURTAIN OF (A) HORIZ. BARS CP 12" CMU WALL, TYP. ),' 4 DOUBLE CURTAIN (8) VERT. BARS '-,._ •1/ )' @ 12" CMU WALL TYP. •/ · ) < _..--~---CMU WALL J;, ,.1~ 2" _Q,!l_ ],_., -, 2" CLR. -·I [l ~f~ ioRri-Jfc\ka1~TSl.Afl----~'\ I,, I~ . ..--------(8)1'.tVERT. BARS :I -•• (I OF WALL .,., 4' -o• MIN. LAP '-:~ I FINISH GRADE----1 EXTERIOR Sl.Afl I ,.t, !,-,__..---t-(A) HORIZ. BA.~S ·1 I/ ~ 1 +-REINFORCED Sl.Afl WHERE OCCURS WHERE occu~s \ ,.r ~ • I d;JJJ: ,l ,,_ . I I I (3)/J4 CONT.~- 3' CLR. w :c SCALE: NO SCALE M101 D __.---TOP OF WALl--, LINTEL REINFORCING: , (2)/15 FOR OPENINGS LESS THAN 5' -o• (2)f6 FOR OPENINGS 5' -1" TO 7' -o• LINTEL-~ WHERE EXTENSION IS --- REINFORCING ~OT POSSIBLE EXTENr7 BARS IS FAR IS POSSIBLE -·1 / '-----#5 CONT. , '/ "'--(2)/15 CONT. STD. HOOK../ / ,,(. / --.......__~-'/ ~ LINTEL REINFORCING -~ AND HOOK, TYP. A • ; A\ (/ , ,,/ '-SEE PLAN FOR I , TYPICAL WALL REINF, \ -~~~1., J~~-_.-;.~~c-...._-+~-""'"----c;L-,~+-+-'2'-' -..,,6'-"_,M,,,INec. I • > ... _:.IJ~=:=;~_L·'r--1(2)1!5 lYP. l~-HHB ~---1-TYPICAL WALL w (DOWELS TO . -,?' REINF. !a!-'C---J~-' _, MATCH JAMB 'io ◄ > "S,1 ~f, REINF .. lYP, t"'t--t<il:::::=t2·ll ,-FLOOR LINE ~+--i==~_: ___ _:~ ____ .....!,,.,__Jl_-11-_;I--L-J--~ \ ~ STANDARD ENO HOOK~ WHERE MINIMUM EMBEDMENT IS NOT POSSIBLE ELEVATION JAMB REINF. TO EXTEND FLOOR TO FLOOR OR FLOOR TO ROOF WHERE IJPENING WIDTH EXCEEDS 4 -0" DEVELOPMENT - LENGTH / TYP. WALL REINF. 7,IJ!.L_.J \--..:::-' ~ -r-;, -. /, ~ ~-1 . U-BARS SHALL MATCH VERT. I/, / p· , / WALL REINF, /, / . [/ s ~ 11 / ------STANDARD ,. I / / g ~ /l,t~ HOOK, TYP. .• I// "" VJ -------LINTEL REINF.__J-, '/ -- POUBLE MAI SINGLE MAT 1=L!!clNi-LT!=!EL,_aAN!.:!.!DL...!T~O!....P....!O~F....!.!WnALb.!cL~-----------1@ .---lYP, WALL HORIZ. LAP SPLICE ~ REINF. /, / // -,..------w&ifARD V / /- / -/ / ,, 1.--U-BARS SHALL • / // -// "'° MATCH HORIZ. / / REINFORCING / r-----....~-JAMB REINF. • SINGLE MAT r-....,__I JAMB REINF. DOU8LE l!IAI .,_P-"'LA-"-N'---"'@'--"'-JA..,M:.e:Bc...O""R"--"Ee..oN::.D __,O"'-F_W'-"A-"L=L_,P_,,LA""N"'S"--------1@ SCALE: NO SCALE FREESTANDING CMU WALL SCHEDULE 9 MINIMUM REINFORCING AT CONCRETE MASONRY WALL OPENINGS 1 CONT. (2)/15 C TOP ,, / , ·r., la-u V: /12" CMU WALL W/ V V #5 VERT. C 16" o.c. EA. FACE 1/ & (/5 HORIZ. 0 24" O.C. EA. FACE V / -2½" A .'A CLR., lYP. /' / -h=rs=--------/1// ., rw~i11 / / / / : ~ : 4•, PE_RFORATED DRAIN PIPE 1 % IN 3FI" OF FILTER GRAVEL / PER FT., SEE SPECS FOR V ADDITIONAL INFORMATION. WALL ·----·----~==,! I~ i/ DRAINS SHOULD BE OUTLffiED ~ cq I' I I v' TO A SUITABLE DRAINAGE :~ FFm::: / I~ &"--. FACILITY UNDER THE OBSERVATION OT THE SOILS ENGINEER OF RECORD ------: • -: -, -::i...-_~---~-f CONT. (2)/15 J FOR ADDITIONAL - INFORMATIO(g\ SEE DETAIL6 CC-118 =·====-====-===-~~-~=-=::::::·::::::::·::::5;:::::·::::: ? CONT. (4)05 '- l , , ::=t--1/6 C 16" 0.C. .1<,-_______ _::5_-..:0_::M::.:IN.::.·_______ ~ TOP&:SOTT. SCALE: 1 "=1 '-0" M109 D SEE PLANS AND DETi'JLS-- FOR WALL THICKNESS ANO REINFORCING 3'a"± 11 ,,---RAKE JOINT, lYP. / <.+~-IJl..·~-+i--1-1 , .! -+lf.--Hbl---1+-"> t Tj / PROVIDE 1 VERT. BAR ADJACENT TO JOINT NOTES: I I i I I I I 1. MAXIMUM SPACING OF JOINTS SHALL BE 24' -o• O.C. U.N.O. 2. COORDINATE LOCATION OF JOINTS WITH ARCHITECTURAL DRAWINGS. SCALE: NO SCALE M104 D •tJ !::I {) "' ::; 0 0. :,: VJ • I• V • I • . l • • y , ~ (2)#5 VERT. /, \' • • - '-CUT BLOCKS IS SHOWN • -• • ALTERNATE0--....._ /.7-:lt::,t/ BENDS, lYP, (2)65 VERT. BARS TYPICAL WALL- REINF. I"' c.. r ;, , r • .,..- .:tW yu, T ,-,, ~ ~ \ I ~ ... g,;_L;l=i~ \_OPEN END BLOCK__/ :c IS REQ'D . , BREAK FACE SHELL .L.L..,J'-'"-FOR FLOW OF CROUT INTERSECTION ,,-----lYPICAL WALL REINF. ,----OPEN END BLOCK AS REQ'D (2)#5 VERT. , {CUT BLOCKS ll IS SHOWN HORIZ. LAP SPLICE, lYP. L-J I -(2)/15 'i'ER'r. BARS CORNER SCALE: NO SCALE C409 0 D = 4d FOR #3 TO #5 D = 6d FOR f6 TO f8 so· HOOK 135' HOOK TIE OR STIRRUP NOTES: 1. ALL BAR BENDS SHALL BE MADE COLD 2. ill REINFORCING BARS 5 & LARGER SHALL NOT E RE-BENT. :ii :la 180' HOOK :6~, .ll!O" HOOK .J._..J..4d OR 2½• MIN. c"'t=:==;r_~,~ ~ 90' HOOK ~ D = 6d FOR #3 TO #8 D = Bd FOR f9 TO f11 PRINCIPAL REINFORCING 6 I~ I MAXIMUM OFFSET BEND SCALE: NO SCALE DETAIL 14 TYP. CONTROL JOINT IN FREESTANDING CMU WALL 10 CONC. MAS. WALL INTERSECTIONS 6 BAR BENDS 2 CC-125 • __.---STL. COL, SEE F'I.AN 1,1~ ' I 11 I I I I I I 11 I I I : I { EXTERIOR PAVING SEE ARCH. -~----~ I I I '1.------'k--,:'------'~--i~l~,il--✓'f~'.JTI'.~ • "' / ' . I I I " of--li-1-Ti--+ '-------3-#J TIES @ 2" I : I I I I I I I ,.-+-+-+II-' '11---11---1-l X SEE PLAN .,_,_PLA"-"N-'-----1® DETAIL NOTE: CMU & FTG. REINFORCING NOT SHOWN FOR CLARITY. FOR ADDITIONAL INFORMATION SEE DETAIL~ CC-127 8 // : :---------TS COL, SEE PLAN -----,,,lL~-'.'.=111'.='.JTT=111'. ½~ i i I//:: I l1---~ I I I I I I I I L------.....----11 11----'~------'1. I I I I I I I I I I I I ' I I I I I I J, __ S_EE_P_LAN __ ----¥-J I:! "' SCALE: 1"=1'-0" M111 0 #3 TIES @ 8"-----~ JAMB REINF. - JAMB REINF.- 1 ___ ..:.t...:T..:.0...:3:.:t ___ .,..\ '-6 -= ~ / SPACING IS SCHEDULED REINF. , . , JAMB REINF,\ +--+1---,✓'--'IH' H---++-,-,, , - -l_ . ; -~ -- 3\ TO 5t NOTE: TIES MAY BE TURNED UP IS NECESSARY TO FIT INSIDE WALL. BREAK WEBS AND/OR INTERIOR FACE SHELL IS REQUIRED. SCALE: NO SCALE DETAIL 11 CONCRETE MASONRY WALL PIERS 7 SCALE: 1"=1'-0" CC-69 / -,/-➔ /, / ~ CONT. (2')#5 @ TOP ,/. '-------6" CMU W/ #5 VERT. C 24" O.C. . ,/ AT CTR. OF WALL & #5 HORIZ. @ 24" o.c. / , '/ J_ #4x5'-0" DWLS TO MATCH Sl.Afl REINF. ' -----------___ ; ;_T_ ----_ r:E~S~D-SLAB, SEE PLAN / I --~ ---1-____ ·-........_ I <t WALL.I FTG. & OWLS 2' -5" MIN. PARTITION WALL • ---=~.,..!> -' :~·::·.::'.:_'.<.:,::c:<;:.~·.,.:~:-;:•y,.' -Ill-ii' i'' 1111111' '----#5 @ 24" O.C. AT TOP&BOTT. SCALE: 1"-1'-0" M110-0 .,,_-----24'-0" MAX. O.C. FOR ALL / ~ WALLS EXCEPT WHERE NOTED OTHERWISE ON ARCH. DETAILS OR ELEVATIONS. I I STACKED CONTROL JOINT~I FROM TOP OF FOOTING , TO TOP OF WALL, lYP. CMU WALL\ 1 RAKE JOINT & PROVIDE SEALANT, SEE SPECIFICATIONS t-'-- 65 BAR VERT. EA. SIDE bF JOINT AND DOWELED INTO FTG. L jfU;::;i::::::::::r,:::::,=;,T,=,z::::;::;, z::I- I --' A I T ) I I I \ . , , \_ 50% OF HORIZ. WALL REBAR AND ADDED REBAR SHOWN ON SECTIONS OR STRUCT. WALL ELEVATIONS SHALL BE CONTINUOUS THRU CONTROL JOINT SCALE: NO SCALE -~ --~----VERTICAL REINF. -.._,_---..... 1,,..,,,,--WIRE TIES M102 0 d '~-------""\ · DOWELS OR BARS \ rROM BELOW -4 L NOTES: 1. ALL VERTICAL REINFORCING FOR COLUMN, PIERS AND WALLS SHALL BE DOWELED IS SHOWN, UNLESS NOTED OTHERWISE. 2. DOWELS SHALL BE THE SAME GRADE, SIZE, QUANTITY AND/OR SPACING AS VERTICAL REINFORCING. 3. NO SPLICE ALLOW C MID 1/3 OF WALL HT. VERT. REINF. LAP SPLICE-MASONRY M103-0 72d MIN. lYP. 24d MIN. ,. NOTE: CONTRACTOR MAY AT HIS OPTION USE A BUTT WELDED SPLICE IN LIEU OF LAP 7 SLOPE 1 :6 MAX. FOR COLUMN REINFORCEMENT SCALE: ND SCALE 3 SCALE: NO SCALE 16 DETAIL 12 TYP. CONTROL JOINT IN CMU WALL 8 HORIZ. REINF. LAP SPLICE -MASONRY 4 CONSULTANT ARCHITECT PROJECT KNA JOB NO. 101.357 NTD ARCHITECTS 4719 v;,wndse i.e., Sulle 200 Son Diego, CA 92123 Gl"ndora • San Diego e Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING l1TI.E COMMUNITY CENTER BUILDING TYPICAL MASONRY DETAILS NO. DATE REVISION COMME'.NTS I " 1/\ DRAWN BY N? PROJECT NO. 2000-0247 CHECKED BY ~TE />l. 'C' 12-09-03 DRAWING NO. S=1.3 SHEIT 41 OF I Z> "&- I' • DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER SAFOJ PRODUCTS • NEW HOPE, MINl'ESOTA FIEORCER SY PAFIT NUMBER 6553 DRAWING NUMBER SAIUJ PRODUCTS • NEW HOPE, MINNESOTA FIEORbER BY PART NUMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIEORCER 6Y PAITT NLJ11,.EER 9553 -----1---- lliAFCO PRODUCTS • N~ HtlPE, M!NNEOOTA AE~OER BY PAAT NUMBER 8553 ------rosma~~Of!'llll1'11S1111!illll'-- - - --1 --- SAFCO PRODUCTS • N:W HOPE. MINNESOTA FEOAOER BY PART NUMEER 8553 -Plll!TTJIIII &Ill: Of PIIIIIT Ill nus UIIE-----1-----P03mONtllliEGFPlllNTOIITIIISLINE-· -...,__ ~ ---j -__,, -__;;..... _,,;_;._P09111l1N £Out GF l'fllNT OIi 1111S Llllf-----1'191TfOND)ilf:Of-Pll/lfTOIITIIJSL!IIE-• ...___:..-:. ----1 STUD SCHEDULE DEPTH GAUGE B ,:.r\ I IIN.4 ' .203 s IN. 3 \ ,156 .261 .205 16 1318' .316 .318 .244 MAX. SPACING OF STUD BRACING REMARKS 4'-o" TYPES TYPES TYPES ------7 BOTTOM OF SUPPORT .... -PROVIDE 1-BAY OF BLKG. EA, SIDE OF OPENINGS TOP, BOTTOM AND MID-HEIGHT SEEW r---DUCT OPENING WHERE OCCURS ~ / _Jl--t--METAL STUDS O 16" O.C., lYP. ,_ SE~ 20 13/8' .249 .603 .290 4'-0" TYPES CEILING ---- - -------t H -· I--1---I---~ H--I--· 1---'---" ---1--➔t--·• I ..._ ~ I--I---I-----,___ -~ I-----, 0 S615-0 4" 18 1318' .323 .776 .382 .953 .457 1.582 .510 6" 2.042 .670 2.518 .809 20 13/8' .388 3.198 .663· 8" 16 1318' .627 5.110 1.249 6.303 1.573 10· 16 2" .839 11.278 1.805 12" 14 2" 1.192 21.947 3.265 TRACK SCHEDULE DEPTH GAUGE B AAEA I /IN.2 ) /IN~ .173 .166 2½· 18 1118 .225 .231 16 11/8 • .282 .297 4'-0" 4"-0" 4'-0" 4'-0" 4'-0" 4'-0" s {IN~ ' REMARKS .103 .147 .188 TYPE T TYPE T TYPE T !1l 18 11/8" .293 .666 .282 TYPES TYPES TYPES TYPES TYPES TYPES TYPES TYPES TYPES TYPES :~~ [ 4 • 20 11/s" .225 .484 .201 :TYP:E :T 16 1 1/8 • .367 .649 .359 Ji 1---1---2-0-1--1-1/,_8_" +--.2-9-4-!--1-.2-9-7-1---.33-5-1----TYP--E-T----1 16 11/8" .J83 1.750 .575 TYPE T 16 1118" .480 2.221 .653 TYPE T 20 11/8 • .363 2.706 B" 4.548 14 1118" .748 5.925 10· 16 1118' .707 8.116 12" 14 111. 1.033 16.801 NOTES: 1. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR SIZE AND GAUGE OF STUDS, 2. SEE ARCHITECTURAL AND STRUCTURAL OWGS. FOR THE LOCATION OF DEEP LEG TRACKS. SEE DETAIL 1 C ON THIS SHEET FOR THE LOCATION OF SPECIAL TRACK 3. DIMENSIONS, PROPERTIES AND TYPES NOTED ARE BASED ON METAL STUDS AND TRACKS BY STEEL STUD MANUFACTURERS ASSOCIATION (SSMA), ICBO NO. 4943, U.N.O. 4. ALL PAINTED MEMBERS SHALL CONFORM TO WJ~ :-1,1~~1~uiR~fLi· ~\tci-5J0oF G~Rsf 5, ALL GALVANIZED 16 GAGE AND HEAVIER MEMBERS SHALL CONFORM TO ASTM A-446, GRADE D~ WITH A MINIMUM YIELD STRENGTH OF 50 K::,1. 6. ALL GALVANIZED 18 GAGE AND LIGHTER MEMBERS SHALL CONFORM TO ASTM A-446, GRADE A, WITH MINIMUM YIELD STRENGTH OF 33 KSI. .433 TYPE T .961 TYPE T 1.355 TYPE T 1.155 TYPE T 2.176 TYPE T SCALE: NO SCALE METAL STUD AND TRACK SCHEDULES 15 S616-0 ~-----------DISTANCES BElWEEN ~ OF STUD BRACING SHALL 1'10T EXCEED MAX. SPACING AS INDICATED ON "METAL STUD AND TRACK SCHEDULES" ..____ ___ TOP SUPPORT __ _ _ _ _ -,J-l 1--II~ ___ ~ <t OF STUD BRACING / ,, STUD BRACING, SEE@ S-1.5 METAL STUD WALL . ---~--+-~-- / >------DISTANCE FRO',!_ TOP OF WALL COVERING TO "fi OF STUD BRACING SHALL NOT EXCEED MAXIMUM SPACING AS INDICATED --~---1111-01+--- ON "METAL STUD AND TRACK SCHEDULES" .,-------WALL COVERING WHERE OCCURS, V WHERE WALL COVERING OCCURS ONE SIDE, STUD BRACING IS REQUIRED ON OPPOSITE SIDE -----,,~ --- _/,,----BOTTOM SUPPORT _-1... ___ __JIL-...llL-~"'-- SCALE: NO SCALE S604-0 DBL STUDS (MIN.) C JAMBS @ r-,, OF ALL OPENlNCS TYP. U.N.O. ~ ,. PROVIDE 4 STUDS O JAMBS L--::;'!:::!:!==!=::J 11::=:I I OF ADJACENT OPENINGS --+ltt----i+--H---..._t------. l===i==I t-I (6: L/ ©:E)J--111:\:l:::-J,1.....J.l_ --~ --~ - -•I----•I-----1.....-. -• WALL STUO BRACING ,--.. WHERE REQUIRED SEE / 2 - ~ BOTTOM TRACK ---=--..I T.O. CONC. SLAB OR CONC. CURB WHERE OCCURS~ ---\_J 12 ~A. ,r-3" STRAP 0 3 -0 0.C. EA. SIDE \~,,._ f t8 SMS 'It, I I L,---' If---..._ . I I I I (3)#10 SMS ul ii~~~~~~ I:!( END ------...jl _ _ __ : I '> __ J/: lp..==;=\_=.~~=~~ JAMB STUDS I I LINTEL I ! AT SCREWABLE STUD I I I l 4'-0" MAX. ' l ' ,,rl-,-,-r,,...-,;,-< EA SIDE ='"""✓ 'Is v 1-36 I I I I I I 111------!J'+---l I IIE-==-=-e'-S'e'-¥;;;-;;,-,,J I I 'e> I l'P,.---------, I I I I I I 7;---r,--(EA SIDE 1/s V AT WELDED STUD -=Ll.:..:.N.:..:.TE:=L:...T.:..:O=--:.:JA..::.M::.::B:__ ________ @ -/ METAL STUDS -I I rr CONT. BOTTOM TRACK i #10 SMS EA SIDE I . ► 'fa V 1 EA. SIDE AT SCREWABLE STUD AT WELDED STUD STUD TO TRACK @ .;;:..:..:."----'..:......c..:...:....:..:..:..:._ ________ ____, D WALL STUD BRACING LOCATION 16 METAL STUD WALL FRAMING ,._ -I/ CABINETS OR EQUIPMENT 1 B ------. --------+---.J--- G 1--1-1+1--.I '---t-SILL WHERE OCCURS! 8'-0" MAX. 4'-0" MAX. METAL STUD WALL ELEVATION -FULL HEIGHT .. /--r,-rr:--::--£. AT WELDED 718--i;, 1-12 STUDS ONLY V I iv-TYP. STUDS !I / /110 SMS @ 'I I (NOTE 5) 12" o.c. ~/ ---"'~r_-11"':--~ CONT. BOTTOM TRACK •. "-6"• 16 GA. CONT. STUDS !_-\ ~ 16 GA. CONT. TRACK ~ #10 SMS @ 12" O.C. {NOTE 6) =Llc...:NT.:..:E:.::Lc...:S::.::E:::.CT:.:.10::;.N.:__ __ @ .. AT WELDED 6 V 1-36, STUDS ONLY, TYP • • • ' '> r---r't:"'1/l"i1;.,_---1 '> TYP. STUDS _______ _J 110 SMS C 3'-0" O.C. (NOTE 6) TYP. INTERSECTION --------© NOTES: 1. SEE 'METAL STUD AND TRACK SCHEDULES" ON THIS SHEET FOR ADDITIONAL INFORMATION. 2. SEE AACHITECTURAL AND STRUCTURAL DRAWINGS FOR SIZE OF STUDS. 3. ALL TOP AND BOTTOM TRACKS SHALL BE SAME GAUGE AS STUDS, U.N.O. 4. ALL STUDS AT JAMBS OF DOOR AND WINDOW OPENINGS SHALL BE 16 GAUGE, U.N.O. 5. WELDfNG SHALL BE IN ACCORDANCE WITT-I UBC STANDARDS 27-13 (STRUCTURAL CODE SHEET STEEL, AWS 01.3, BY THE AMERICAN WELDING SOCIETY). 6. OMIT SHEET METAL SCREWS (I) WELDED STUD CONDITIONS. 16 GA. STUDS O 16" O.C., U.N.O CUT WEB C FlANGES --, & BEND WEB DOWN 12 GA. l-3" STRAP C 3' -0 O.C. EA. SIDE ff f~g s~M'.:s __ ~-1i'11fl1I (1)/110 SMS I I I:!( SIDE I (2);¥10 SMS I -__ ,,,..,,-: : JAMB STUDS ' I 16 GA. CONT. TRACK . AT SCREWABLE STUD • ' LINE OF CONT. BRIDGING (I) MID HEIGHT OF WALL SEE® BACKING FOR CABINETS OR EQUIPMENT ANCHORAGE, TYP. SEEW ~ : 'i / 1/sV l JI/ r16 GA. :NT .. TRACK I I ' I I I I I I 1! : .. ~ 1/s V EA. SIDE AT WELDED STUD .c..;TRA..:..:.:.Cc.:.K_:T..:.O_:J:.:...A'-"M-'-B----------@ ► 1/s V 1-36 -v· r/ AT WELDED STUDS ONLY #10 SMS @ 3'-0" O.C. (NOTE 6) ./~~-TYP. STUDS . . • ..:..TY:..:..P.:..:ICc....:A=-L -=C-=-O=RN.c:E:c._;R ___ ® "> / ADDITIONAL STUD @ OPENINGS !fREATER THAN 4'-0 J, r DOUBLE STUDS r' .. I •,,_ ' 1 '\ L SEE@ FOR FASTENING STUDS MULTIPLE STUDS @ DRAWING NUMBER DWG 447-6 42 of 102 E.t\FCO PAODUCfS • NEW HOPE, MINNEOOTA REORDER BY PAAT NLJMSER 8553 ~-___,_ ---POSITlllNEIIGl:llFPIINTillllliSlfflE-_,;;,_:_ - SCALE: NO SCALE 4 CONSULTANT ----ESS/Q " , M /. No. 27 ~ 1tJ. Exp. 9-30-05 !ii] * * '%-?ft'uc1,..._¾tf ~ or c~1.1~ ARCHITECT KNA JOB NO. 101.357 NTD PROJtCT ARCHITECTS 4719 iiewridge lile., Suite 200 San D,go, CA 12123 Glendora • Sun Diego • Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWlNG TITLE COMMUNITY CENTER BUILDING TYPICAL STEEL STUD DETAILS NO. DATE Rf:VJSION COMMENTS DRAWN l3Y PROJECT NO. NP 2000-0247 CHECKED BY DATE " AL <c'I 12-09-03 I' ORAWlNG NO. " S-1.4 I/\ SHEET 4~ OF \ D~ 'Ii DRAWING NUMBER SAFCO PFlOClUCTS • NEVIi HOPE, MINNESOTA REORDER BY PART NIJMEER 8553 __..__.. -POStrlON!lli!l'll'JIIIINTllfl1'll~~lllh!·------·--,--- DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DWG 447•6 43 of 102 SAFCO PAOCJUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6553 5AFCO PRODUCTS • NEW HOPE, MINNESOTA flEORDER BY PART NUMSER 8S53 SARXl PRODUCTS • NEW HOPE, MINNESOTA FIEORIJ:A BY PAFIT NUMBER 6553 6AFCO PRODUCTS • NEW HOPE, MINNESOTA AECl'IOER BY PART NLIMSER 8553 SAFCO PRODUCTS • NE'W HOPE, MINNESOTA REORDER BY PART NUM!3!:R 8553 _____,,., -POSmOMBIGEOfflllNTINTIISLINE----rcsmlJN Ell&EOf PRINT IIIITHISl.lltt-----POOITION£ll8EOFJllllNTOIITHISUNt-----=----,-----POS!TIIIN mat Bf PIIIITIIIITHISUNI'----l'CSITIIIN 5IGl: GI' l'IIINT GIi Till!l UNE-___.._ -· --'--- #10 S.M.S. EA. FLANGE EA. STUD WF.~., CMU ---......_ • I';-eu<G., Cl 4' -o· Cl ~ • _ ,r-16 GA TRACK, W / = ~. / PARALLEL JOISTS ' / (2)#10 S.M.S. PER / j/ EA. 4" STUD ANO -- 1 ...i,~ ~ ,I-~....,.__.:,:( ~~)~~DS.M.S. EA. _j ,~ JOIST PARAl.l.EL _/ ~. METAL STUD WALL CEILING JOIST ' TO WALL WHERE OCCURS \__ 20 GA. CONT, 8LKG. SE'.E SCHEDULE / 16 GA. JOIST W/½" •' AB. Cl 4' -o• AND v 1'-0" IA.AX. FROM ENDS OF PIECE A • AGAINST CMU WALL CEILING JOIST ---~ SE'.E SCHEDULE AGAINST WALL CEILING JOIST SCHEDULE JOIST SIZE MAX. SPAN 4"x20 GA o 1s· o.c. 1·-s" 6"x2D GA. 0 16' O.C. 9'-0" NOTE: THIS DETAIL IS INTENDED FOR CEllNG JOISTS THAT SPAN FROM WALL TO WALL Cl CONTRACTORS OPTION. 20 GA. TRACKS _/ W/(2)#10 S.M.S. EA. FLANGE EA. STUD / 20 GA. CONT. BLKG. ' I <> \_ CEILING JOIST SEE SCHEOULE • "-NON-BEARING METAL STUD WALL QN TOP OF WALL ' . V SECTION I I METAL -LrrE INC. 16GA. SLOTTED SUP TRACK OR APPROVED EQUAL ""'--NO. 6 SCREWS TYP. 1• TYP. METAL STUD (VERT.) ISOMETRIC VIEW • • I I V I I :/1 Ui I I I I I I I I I • • r 1/a V 1 TYP. EA. ENO • r/ C I 1_.,....-PIECE OF TRACK OR STUD v SAME GAUGE l>S STUDS . ._ ~~'=II fC----11 I : / METAL STUDS • V 18 GA. & HEAVIER STUDS • • .,. .,. I I I I A ' V ' rt I I I _1 /"-PIECE OF TRACK OR STUD _,,. SAME GAUGE l>S STUDS _/. _ CUT WEB C FLANGES . & BENO WEB UP "';'-I"----11 I : V-METAL STUD .Jv,. 2D GA. & LIGHTER STUDS S712 0 SCALE: 1" 1'-0" S711 0 (NON-BEARING) SCALE: NO SCALE S617 0 SCALE: NO SCALE 13 CEILING JOIST SCHEDULE & DETAILS 9 METAL STUD TOP TRACK . ' S801 0 ,.--#1D SMS C 2'-0" 0.C. / 0 Ct OF FLUTE AND 6" M.AX. FROM ENDS ' :=I= ~ L . -J I 1'--- 1 I "-._ CONT. NON-BEARING : : SUP TRACK PER~ II V I I I I I I I I I 11---...__ I I ..._____ METAL STUD WALL A I, ' y PERPENDICULAR TO DECK © l.,.---<t FLUTE ! ----Ct FLUTE I 'ffzEN orMJM~~i~~ ltc§ , CONNECTION PER DETAIL B r 1½• MIN. - I I (2)#10 SMS O EA. STRAP r#10 SMS @ 2'-0' ANO ' ii" MAX. FROM ENDS , I I , ==¥='./l=="i:/il='fi =!ii"r=/1===,,'.""' ,d I\ ,.~ llr-. I\ I\ ,7,J I .. ""----12 ~A. Y. 11/2" STRtf r' -~, --il. ---r" I C 2 -0 O.C.' AND e. M.AX. FROM ENDS W/ (2)#10 SMS I I EA. END I I I I I I CONT. NON-BEARING I : SLIP TRACK PER~ : I V I CONT. NON-BEARING SLIP TRACK PER EB I I I! A ~...___ __ METAL STUD WALL : A ~ METAL STUD WALL r r -.:P.c..A.::...R:...:AL=L:.::.EL::.......:.T.=.O __:D:.::E:.::.Cc.:.K __ ® _:..;PA..ccR.c.A-==L=LE=-=L=-:..TO=-=D:..:E:.:C-'-'K'----© 14 NON-BEARING METAL STUD PARTITION TOP (FULL HT. WALL) S8D3-0 f STEEL BEAM SUP TRACK ' So D '.1 DO D D O O D •; / NON-BEARING =====,:-=;=~•-------------------------===r----., 0 0 0 0 0 0 0 0 ,., tr> , I ' r I I I I I I I I I I -- I ' I I -, - I EQ. I I I I I I "I I I -- EQ. I I I I I I LU ,, I I \____Jj__ PROVIDE STUD BRACING (2)BAYS EA. SIDE OF BEAM SEe ~---METAL STUD BLOCKING SEE~ PERPENDICULAR TO STEEL BEAM --------------® 3" MAX ◄ ~ ~ .._____________ STEEL BEAM I; ,,.-----1½• COLD ROULED CHANNEL Cl 4' -o• , ;--'\;; 1,-,----CONT. NON-BEARING I SUP TRACK PER 8 I I'"" I I '-------(2)/j10 S.M.S. AT - I I I"' EA CHANNEL I • I METAL STUD WALL V PARALLEL TO STEEL BEAM ---------------,@ 15 NON-BEARING METAL STUD TOP AT STEEL BEAM (FULL HEIGHT WALL) 16 12 5 METAL STUD BLOCKING ' STUD BLOCKING 0 EA. END OF WALL &: @ 8' -o• O.C. M.AX. SEE0 I~'-----METAL STUD '-------SPl,lCE WHERE REQ. Cl It OF BLOCKING "---------{S)/flO S.M.S. TO BLKG. 1 SCALE: NO SCAcE S618-0 SCALE: NO SCALE 6 METAL STUD BRACING 2 • • I V I Y I I I I I I I I I ► I I I I I I r--BRIDGING CLIP : ./"' 1 (2)/fs S.M.S.~ I I / Cl £A. STUD --._ ~ 11 £:A. LEG \ I ;: r' 1/')I "-1/,/ ill?~~s:11 I--~ CONT. 11//x16 GA..--[":!j"~' I 11' 'I+" COLD ROLILED I I V I CHANNEL I I I I I 1/a" TYP. I 1/a" TYP. I I I I I I I / 1 1 I I liL ..,,,,,,. I I I METAL STUD __ .,, I I 1; , ~l~.~•~I~ V • AT SCREWABLE STUD AT WELDED STUD SCALE: NO SCALE S619-0 SCALE: NO SCALE 7 MET AL STUD BRIDGING 3 s·x, 6 GA. CONT. NOTCHED STUD ANCHOR BACKING TO 3 STUDS MIN. S620-0 NOTE: USE #10 S.M.S. WHEN ATTACHING ITEMS TO BACKING, U.N.O. (3)f10 S.M.S. TYP. 8 BACKING AT METAL STUDS ...... / 1, SCALE: NO SCALE 4 CONSULTANT ARCHITECT PROJECT KNA JOB NO. 101.357 NTD ARCHITECTS •719 'liewrldge kle., S.tte 200 Son Diego, Cl 92123 Glendora • S.n Diego • Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING TYPICAL STEEL STUD DETAILS NO. DATE REVJSION COMMENTS DRAWN BY PROJECT NO. NP 2000-0247 CHECKED eY ~ATE AL 'C' 12-09-03 I/ DRAWING NO. I/ S-1.5 , I/ SHEET 4-_s OF \ '{) d-- DRAWING NUMBER SAFCO PRODUCTS • NE'W HOPE, MINNESOTA FIEOFIOEFI B'I" PART N~ER 8553 -----1 -------PGaii'.;NSii!Gr;=;;;.1a;i11111UllE------ 13 14 15 16 DRAWING NUMBER SAFCO PRODUCTS • NPN HOPE, M1Nr£SOTA FIEOAOER BY PA ITT NUMBER 8553 1'1131llllllm&Enfl'I\IITTUIITlllSUNt----- DRAWING NUMBER BAFCO PRODUCTS • NEW HOPE. MINNESOTA FIECJROER BY PAAT NUMBER 655:3 DRAWING NUMBER SAFCO PRODUCTS • NE\N HOPE, MINNESOTA FEO~ER BY i:'AITT NUMBER BS53 DRAWING NUMBER SAFCO PRODUCTS • NEW HOFE, MINNESOTA REORDER BY PART NUMDER 6553 -----!'tlSmGH!!'IIG!'Of!"IU!f1'111'TJMlllll:------1 -----l'G3ITIIIH!D8e<lF!'!illlTIIIITfflSUNE-_,....,__,, ----i ,_,,,.,,,,,,. -· ---,OSfOO'f!:1161:0fl'IU"'"lftTIIISUIIE------i --- /BM., SEE PLANS DRILLL 1/ "t HOLE_/ c__ ___________ _, BEFORE lfoTCHING \_2x SOLID BLKG FULL DEPTH OF JOIST O 8' -0" 0.C. OR MID SPAN, WHICH MR IS LESS WOOD BLOCKING r SHEATHING •y_ SOLID BLOCKING WHERE PIPING OCCURS JOISTS rSHEATHING X xx NAILING AT BOTTOM OF JOISTS SHALL BE DONE AFTER ROOFING INSTALLATION METAL PIECES SHALL NOT TOUCH ~--SIMPSON TB GALVANIZED METAL BRIDGING W/ (2) 10d NAIL EA. END C B' -0" 0.C. Oil MID SPAN, WHICH EVER IS LESS METAL BRIDGING JOISTS CC-111 SCALE: 1•~1•-0• W110 0 SCALE: NO SCALE 9 NOTCHING DETAIL r--- 1 L __ I ~--1/s BEAM DEPTH + ONE LAMINATION -7 I , __ J L/8 3/, L MIN. L/8 CANT. Le < 11-0'\ L CANT. Le < 1•-0• SIMPLE SPAN BEAM L/2 MIN. . 1 I /✓✓✓✓✓✓/✓/ ✓✓✓✓✓✓✓✓l-----4 ~-... .,.. -.,. -;..,. -_,,, -..., -.., L.., -..., -,,_ -,... -,... -.,. -..,. -.,. -..., -.., -.., -.., -..., "'",.t--1/g BEAM DEPTH + ~ r / / / / / / / / / / / /,, ,,, / / / /,,, ONE LAMINATION l t L/ ,l 7/s L MIN. ,CANT. Le > 1'-o"f L >ANT. le > 1'-t BEAM WITH ONE END CANTILEVERED r L/8 ¾ L MIN. L L/8 CANT. le > 1' O' BEAM WITH BOTH ENDS CANTILEVERED I , 2 , ti INDICATES PORTION(S) OF BEAM WHERE THERE SHALL BE 6" MINIMUM END JOINT SPACING [N ADJACENT LAMINATIONS PER ANSI/AITC STANDARD A 190.1 W115-0 SCALE: NO SCALE 9 SPACING OF END JOINTS IN GLB 9 12 W108 0 Ct SPLICE WHERE OCCURS I 1'-tO'" 1 ¼" SLOTTED HOLES I TYP. PLACE BOLTS 1 0 TOP OF SLOT.\½• 1 1 , 1 '11/2 I -BM. PERP. WHERE OCCURS .--~'-1----1'------I -♦ _}_ .~ .~ __ \_ ~~~~I 'tj ,'=•ii►• ~i J. Ji.,.. -♦ TYP. / . >-=-,---rr__/f / I ~ 3/15 V / 1\ 1 1 I I I I I '----¼" LI-PLATE W/ 1 I 1 (2}5/9f BOLTS I_/ I I I 111 31/ V 16 I I '----TUBE OR PIPE COLUMN 11 ill SEE PLAN '-1/4 U-PLATE W/ (2)5/8",i BOLTS ¼" LI-PLATE W/ (4)5/s"ol BOLTS 3/ V 116 END CONDITION @ CENTER CONDITION @ SCALE: NO SCALE WOOD BEAM TO STEEL COLUMN 5 WOOD JOIST BRIDGING E.N. ALONG BLKG. AND-, CORNER OF OPENING t~RT~cf1~s 2f~S· Ac EA. \\ t==='~· :::;::=:.=====~' \ /l' ~--DOUBLE JOIST, OR BEAM WHERE NOTED ON PLAN 1------''---'LHJ---.....,,._.L,__---J , / SIMPSON HU ·~, HANGER ' I ~ - 2x FLAT BLKG. --L---1 1YP. -- \ E.N. AROUND .l OPENING, l'rP. ii -c > b I OPENING I ,.. ' I \~--DOUBLE JOIST,.00 BEAM WHERE NOTED ON PLAN '-------SIMPSON ST12, TYP. CENTER ON JOISTS 1 Wl 11-0 SCALE: NO SCALE 6 OPENING IN HORIZ. WOOD FRAMING 7 W109 0 I I I ,---BUTT JOINT 1 OAP IN TOP OF BEAM I/✓ >S SHOWN ,,--WOOD BEAM I / SEE PLAN +1 -.__ H '-----SIMPSON HCA HINGE CONNECTOR W/ (2)¾ ",i BOLTS TOP AND BOTTOM '-----WOOD BEAM SEE PLAN HINGE CONN. AT WOOD BEAMS 2 SCALE: NO SCALE 3 • r FRAMING MEMBER SEE PLAN W202-0 NOTES; 1. SEE PLAN FOR PLYWOOD THICKNESS, GRADE, AND NAILING. 2. BCUNDARY NAILING (B.N.). 3. EDGE NAILING (E.N.). 4. INTERMEDIATE NAILING (SPACE 12" O.C. @ ROOFS AND 1 O" O.C. @ FLOORS). 5. 3x4 FLAT BLOCKING, U.N.O. 6. MIN. SIZE OF PLYWOOD SHEET SHALL BE 2' -O"x4' -0". 7. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR TO SUPPORTS. a. NAILS SHALL HAVE 3/5 • MIN. EDGE DISTANCE AND SHALL NOT BE OVERDRIVEN THROUGH OUTER PLY. 8 HORIZONTAL PLYWOOD SHEATHING SCALE: NO SCALE 4 DRAWING NUMBER DWG 447•6 44 of 102 IAFaJ PRCOUCTS • NEW HOPE, MINNESOTA IE□ADER BY PART NUMElEFI 6553 -------.:.l'Om\dlfBJ!lllFl'l'JHTIJITIIISUNE-___,;.. ----1 --'i::; CONSULTANT-..,..,,,..-. ,ioftSS/~ • ,.A , l<t'8 ~ ......... ho. ARCHITECT PROJECT r.iae:: 1,1m ,;,,,Ilk II,, .... 'CO • Llloi,,,11 ...... CA UG&:i T•• fCl49J 4C2 -S::ZOO • P•"-~G) ,e::: -~~01 wwwJ(N>,c;on•ulttnO-e"m KNA JOB NO. 101.357 NTD ARCHITECTS 4719 v;,.rldge /Ne .• Sutte 200 San D<go, C.I 92123 Glendoro • Son Diego • Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 A VIARA COMMUNITY PARK DRAWING 1111.E COMMUNITY CENTER BUILDING TYPICAL WOOD DETAILS NO. DAlE REWSION COMMENTS DRAWN BY PRO,JECT NO. 2000--0247 CHECKED er DATE ~l If\ 12 09--03 DRAWING ND. " /I I\ /I S-1.6 SHEET 44-OF \ 0 )- DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE. MINNESOTA FIEORDER SY PART NllMBER 8553 DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER -, ---1 --_._ --~ITlllNl!ll:GllJF"'IN'T,IINTNISUIIE-- SAFCO PROCIUCTS • NE\/\/ HOPE, MINNESOTA FIEOFIDER BY PAFlT NUMBE9 8553 --l'OSITlllNEDGl'.OFflllHTONlllSUIIE------i---- SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIEORCER BY PAFIT NUMBER 6553 --Pll3lllll!IEll8Ell'PIUIITIIIITlilSLINE--------,---SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY ?ART Nl.lfl.,18ER 8553 -11lSITIDfl l!DGE Of l'tlNT al Tllli LIME-----1---- 5AFCO PRODUCTS • NEVI/ HOPE, M!NNESOTA FlfCF=IDER BY PART NUMDEA 8553 --1'1'.19fTIO!iEDBEOFPRIIITdNTIUSUIIE-.-- L 1 A C 30'-Blt 17'-1" 1 lYP. S-4.1 ----------------------------------------------------------r )--,'\.-----~ u==/z::::2/=:z=z+z::=:2=:z=z=zj:=:2=:z=z=z:::2:=+:=z::=:;7 ,..~::.:z/.:.:.::;z:...:.:2.:.:.::;z:...:.:~,;.:.::;z...:.:+.:.:.::;z...:.:.-?,:7 7 I I MIN. 24" WIDE FlG. r--------- 1 I I I I I ---7 I I I I r--------_..,..,__.., __ _ I I I I MIN. 24" WIDE FTG., TYP. 0 INT. WALLS. I I I I 3 lYP. S-4.1 I ri MIN. 24" WIDE I I I -2" FlG., lYP. I I I • w ... C . I : }•'· 1 !S -0: -i (3)#3x3' -0" LONG I REBARS O 2" O.C., 1 lYP.' I I I I S-4.1 • ... ?:= "' i ~ L ________ _ ---------------------- I I I ___ J / / -------------' / I I L +----------------------/ I ----_____ _j.J 1 lYP. S-4.1 12'-0" 2"-8" 12'-o" 4'-1"' 4'-4" 30'-8" 17'-1" FOUNDATION PLAN -STORAGE BLDG. D SCALE ¼" = 1'-0" IYPICAL SLAB ON GRADE ,,;r EMERGENCY GENERATOR 8" CONCRCTE W/ ,f/4 O 16" EACH WAY O CENTER LINE Of SLAB (MINIMUM SPL/Co = 24 ", ,--MIN. 2' -6'"tl x 5' -0'" DEEP FTG. PER (J1\, TYP. Ci> ENDS 4'-0" STAGGERED), OVER 2" SAND, OVER COMPACTED FILL OR FORMATIONAL SUBGRADE HAVING AN EXPANSION INDEX OF 50 OR LESS. ~ (1! (E) CONC. WALL -.. -.. -.. I .,, ' v' / ------/ ,,,. " I TS6x6x3/8 \ i.....___ -.,, ' ------ ,,,. " I TS6x6x3/8 \ i.....___ -.,, ' ------ ' ------' MIN. 2' -6"¢x5' -0" DEEP FTG. PERLJDTYP. ~ • C ·' 'b - - 2 - JYPICAL SLAB ON GRADE 24". 5" CONCRETE W/ f/3 @ 16" EACH WAY 0 CENTER LINE OF SL.AB (MINIMUM SPLICE = STAGGERED), OVER 2" SAND, OVER VAPOR BARRIER, OVER 2" SAND, OVER COMPACTE OR FORMATIONAL SUBGRADE HAVING AN EXPANSION INDEX Of 50 OR LESS, UNLES D FILL s NOTED OTHERWISE. I 3 - EMERGENCY GENERATOR-FOUNDATION PLAN SCALE ¼" = 1'-0" ' I • ... I ;... "' • 0 I 1o • ., I 1o ,.__ I ;., • "' I ;., • 'i' 'In I~ -._:_,) - 2 3 It' ~ • 0 1 I j \ 1o \S-4.V - • i o;., lYP,r°?\ ' S-4.1/ I ;... - "' • " I ;., - I A 8'-8" IA) B'-8" 1'-4" f.J'-4" 4'-0" 3' -4" 10· -o" 3'-4" 3' -4" ~TYP. s-~@ OPNG. ID ( c-.1•-4• 3'-4" E l 11'-4" 11'-4" ,,---.. J 1 ,TYP, 's-y' r--------·i----------r----r-------i--------~----------'~-----------7 ' ,t"-t-'--'/--'-t--/"---'/'--' I V I Ii,, ----,!----------i---r--- I I 0'\TYP. S-4.1} - ,.. / / rs\ 8 \lYP ~!JI I 1v I 1-----·---------r--r------------1---- L ---------------i----------i---------....1~-------..._ __________ .J /3\lYP. 'zY-' a· -8'" 2'-8'" ri-:\ 't9' 4'-8" S'-8'" 38'-8" FOUNDATION PLAN -RESTROOM BLDG. B SCALE ¼" = 1'-0" • r'""', ~) ,--... I B I I D) -~ 49'-4" 10' -0" S'-8" 15'-4'" . 11•-4• E e·-s· r ;., • • T"' . ·' ~., '-r • is 'i' "" • ... ·' ., ,.~ • I ~~ '- • • ...... ·' ·' -"' l '- - F l 1'-4" ---1•-4" r 3•-4• 4'-o'" 3'-4" .3'-4" 3'-4" 4'-0" 3'-4" ( 3'-2" B'-4" 3'-10'" 6' -s- ~ /2\ lYP. 0 /9\ ~ \t!J,'@ OPNG. ~ r ------r-------------·r---------i-------r-------,_ __ 1---------------7 r-;] . ' / / /I -11 _J ____ ,/ _ _: ___ / / /I I / ' I L:::: I I I u / ----__ ___. ______ r----I/ r----------------, I L_ I ~ I • ~ I w .... I I /1\TYP. ;!i '5\ -I ~ I I I/ I I 7 ,lYP. 8 \TYP. V j I I I z g o;., 0: I 't!Y ' 'S-4.t S-4.y '~-!:Y I ?:= I I "' "' I I/ -I/ I I I • g f---------------------------· ---;;J; ~ I I ' I ,,? / /, / r ,, "' / / / / ' I / , / ' I I I .-----+---·r-1 : _LU(P. I I 1., I -----c--7 r------r-----7 1, I (/ -I _I / -I/ I I I .... I I l~ J I I I I I/ I I I I I I I "' I I I I I I/ I I I I I I I MIN. 24" WIDE b I "' • ... I ;., ~ • ... I ;., I/ I r(3)#3x3'-0" I I/ ' I I /5\TYP. I / • MIN_ 24" WIDE l l I I -t I/ I .... I LONG REBARS I I FlG., lYP. I I I ,., I I I ·~-,-' I /5\ • • FlG., lYP. . , ., I 0 2" O.C., TYP • I / I @ INT. WALLS. I I I -.., I I/ I I I I V I -2· I/ ~~ I I 't!:.Y I I/ L--,__ __ -1 V I I I _ _J L_ I I '---J;: ~.J I I I ,-"1 // -, I I I J I/ / , / L--------________ _j I I ' / / / / / " I I • i 'l'' '"/ I r-----7 / 0 I I ' I I I / / / / / / / I I I I/ I t\ ... --~ -7 I/ I I I/ r-----..J I I -I I "' TYP/3 .---------I_, I I ~ I I I _J I I I I ---------, I I .... iltJN. 24" WIDE I • • ~-~ I / I // r'P/7'\ i I/ I I I/ -' .., ... I I -2" I ( 7 \TYP. I, I FTG., TYP. 1 l I I ' ' / I . . I I -"' . . 'i I I I ~ I , ... I L __ --L,, I 'zY-' I I/ I / I L------' r I I -7 I I -I/ I I I I I '-I -...J L_ -I / / I I ,----\-I I ----I / I/ I/ / I I I/ I I I I I I i/ I b /• I w r-----7 I/ . / / ' / , n / I C I I I I ' I I i/ I I !S I I "' I / I L ______ I/ I I / ---· __ ...J I v ' ~, 12 I '!.r-0: ,., I I ' I I Ii I I I I "' ?:= I I I • • I I I I /12'\lYP. I I ... ... I/ I/ I/ I/ I ~ g I I I I I I_ I ~ 6" CMU I/ I • ~ ARTITION I I I _., --I L _________ L ___ J I/ _________ J L ______ r-----------1 L ___ ---' r I l , I/ I/ I I ....__ ' / / , / / / / / / / / / / / / / / / , / / / / / / I L-----, _____ _j ___ ------· 1-----------------~-------.J 1,-----------1------------..J /3\lYP. /1\ I 1\ 'zY-' 't_4;V '& 8'-B" 2· -a· 4•-a· 21-8" a~-s" 10•-5• 3'-4· a·-o· 49'-4" FOUNDATION PLAN -RESTROOM BLDG. C SCALE 1// = 1'-0" • ... I is DRAWING NUMBER DWG 447-6 45 of 102 SAFCO PROCJUCTS • NEW HOPE, MINNESOTA FIEOFIOER BY PART NUMSl:R 6553 --POSfTIOHa:l*llfl'IUIITOHTlll$1.,iE------,-~- FOUNDATION PLAN NOTES 1. SEE SHEETS S-0. 1 THROUGH S-1.fi FOR GENERAL NOTES AND TYPICAL DETAILS. 2. SEE SPEC/f'ICATIONS FOR ALL SITE AND SUBGRADE PREPARATION$_ 3. SEE ARCHITECTURAL AND/OR CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS. 4. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR AI..L EXTERIOR CONCRETE PAVING, SLABS, BASES, CURBS, SITE WALLS, ETC. 5. FOR ANY DIMENSIONAL INFORMATION NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. 6. SEE PLANS AND ARCHITECTURAL DRAWINGS FOR DEPRESSIONS AND/OR SLOPES IN CONCRETE SL.ABS. 7. ALL DIMENSIONS SHOWN ARE FROM FACE OF STUD, FACE OF CONCRErE, FACE Of' MASONRY, CENTER LINE OF COLUMN, OR CENTER LINE OF WALL, UNLESS NOTED OTHERWISE. ALL COLUMNS ARE CENTERED IN STUD WALL, UNLESS NOTED OTHERWISE. 8. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION Of ALL DOOR AND WINDOW OPENINGS IN BEARING AND NON-BEARING WAL.LS. 9. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF INTERIOR NON-BEARING PARTITIONS. INTERIOR NON-BEARING PARTITION WALLS THAT 00 NOT REQUIRE CONCRETE CURBS ARE NOT SHOWN ON STRUCTURAL DRAWINGS. 10. SEE ARCHITECTURAL, PLUMBING, MECHANICAL, ELECTRICAL, AND KITCHEN DRAWINGS FOR ADDITIONAL EMBEDDED ITEMS AND SLAB PENETRATIONS. 11. FOR TYPICAL SLAB JOINTS, SEE DETAIL B/S-1.1. LEGEND ~ INDICATES STEEL OR WOOD COLUMN SIZE. ~1 .,e."':,'l-"':,-1-:...,V-----.: INDICATES CONCRETE FOOTING. SEE ,, ~✓'I-DETAIL 6/S-1.1 FOR ADDITIONAL \'' INFORMATION . 1' , 2 4 1' l ,4 ~ ®---® '0}///, ARCHITECT : INDICATES MASONRY WALL. SEE PLAN FOR THICKNESS AND REINFORCING . : INDICATES CONTROL JOINT IN CMU WALL, SEE DETAIL 8/S-1.3 FOR ADDITIONAL INFORMATION. : INDICATES CONCRCTE CURB. SEE PLANS AND DETAIL 12/S-1.1 FOR ADDITIONAL INFORMATION. : INDIC"TES STEP IN CONTINUOUS FOOTING. SEE DETAILS 4/S-1.1 FOR ADDITIONAL INFORMATION. STEP CON11NUOUS FOOTING TO MATCH BOTTOM Of LOWEST ADJACENT FOOTING ELEVATION. : INDICATES CHANGE IN ELEVATION. : INDICATES TOP Of SLAB ELEVATION (WHERE INDICATED). : INDICATES DEPRESSED SLAB. SEE ARCHITECTURAL DRAWING FOR EXTENT Of DEPRESSION . KNA JOB NO. 101.357 NTD PROJECT ARCHITECTS 4719 Viewrtdge A,e., Suite 200 San Diego, CA 02123 Glendora e San mego e krbum CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING NO. CATE FOUNDATION PLANS REVISION COMMENTS DRAWN BY MP PROJECT NO. 2000-0247 CHECKED BY OA1'E AL 12-09-03 OR.AWING NO. S-2.1 SHEET 4-S CF \ 0 &- DRAWING NUMBER SAFCO PAOOUCTS • NEW HOPE, MINNESOTA AEOt=tOl:R BY PART M.JMBER 8553 DRAWING NUMBER SAFC□ PRODUCTS • NE\N HOPE, MINNESOTA REORDER BY PART NUMSER 6553 DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER SAFCO PFlOOUCTS • NEW HOPE, MINNESOTA SAFCO PRODUCTS • NEW HOPE, MINNESOTA ----, - -_..,__ --POSITIOHdEIIFPNIITQNTIUSUIIE------~ -----POSITIOlll'Jllll'IJfl'IIIKTUIITH~UNf--- FEOADER BY PART NUMBER 8553 REORDER BY PART NUMBER 8553 - - --1 ---~ -----___.:.l'IISmaN!DGEGFPRIMTOIITlHSUIIE------i - ----POSITTllNEllllEOFl'IIIMTIINTIIISUME-------f--- SAFCO PRODUCTS • NE\N HOPE, MINNESOTA Fl:ORCJ~ BY PART NLIMEER 6553 --PG:lrTIUNtllGl'OFl'lllllTIIITIIISllllt-----_,1 _ _,..,, -=---- L 0 2x FASCIA MIN. 1 o· -o· NO SPLICE ALLOW W [ ~ I 1 ,lYP. ',t-S.1 1 © 2x FASCIA MIN. 1 O' -o· NO SPLICE ALLOWW '8P CONT. 2x10 FASCIA 0 -----l+-r-----------------·--------------------------------------------7 l,-----------------~---------------------7 r-------------------7 I I I I I I I I I I I ' ' I I I I I I I I I I I I I I I O I I I I I I o I I I I I I lo I I I I I I -I I I I I I I o I I I I I O • I I I I II -.--., ;ii II II I I lYP. 4 I I I I I I s-~ I I I I f3'lYP. ~~ ff: 0 -;I' -11 M 11 I I I I I ' ' I g \ . CONT. 5 /ax25 GLB • , , .. CONT. 51/ax15 GLB .~.----, .... ~---5:J/ ..... 1 lYP. 3 5-5.1 2x FASCIA MIN. 10'-o" NO SPLICE ALLOW W '8P 15 lYP. s-5.1 C TS BM. CONT. 2>10 FASCIA i~===1===-=:..:i=-=i-==C=O~NT=.fT~S=6x=1=ol[/,='=L=-===+:..:i==::i:-== I I --r---- I I I I I I I I lYP. 2, FASCIA MIN. 1 O' -0" NO SPLICE ·ALLOWW ~ -----------------7 -, ,--------------, I I I I I I I I I 16 I I I I s-s.1 I I I I I I I I I I I I l----0_+1--I L------______ __J L--------------' I :l' I r------ I I I I --7 r----------7 I I I I I I I I I I I I I I I I I 0 ------7 r--------------7 I I I I I I I I I I I I I I I I CONT. 51/8x15 GLB I I IL_ J I I I !!I: ~ 0 -;j' lYP. , 9 \ C BM.• S-5.1 1 II -1-1 II 1 lYP ; I c=1'" .17\.; ; r • c.::.3/e" I I ~ I I lYP1---il I I I s 1 • lYP. 14 L_7 7 I I I I I I c=O" \ ~lYP. ~ r-r-J I I 1------------7 I I I I II O ~II II I I O I I I I I 11 , I I I I ~ I I I I I I o I I I I I I O I I I I I I -I I I I II ~ @II 11 I I TYP.~ I I I I I I I s-,.l I I I I I I I I I I I I -I I -I I ,-2\ I L--_r:---------------::_r:--,--------------,-J L ____________________ J I , ~-----i+--L __ ------------------L---------------L------~----------------J I TYP. "1J\ Cl CORNE~& l 2x FASCIA MIN. 1 a• -o" l ~------=---a1< NO SPLICE ALLOW W ' . '8P /5\lYP. \S-S. 1/ @ LINTEL CONT. 2x10 FASCIA /1\TYP. & ROOF FRAMING PLAN -STORAGE BLDG. D SCALE ¼" = 1•-0• 2x FASCIA MIN. 10·-o· NO SPLICE ALLOWW '8P l ' S-5.1 I I I I I I I I I I I I I I I I I I I I I I I I I I : I I : I I : I IL ____________ J L _ 3 ~---tt--L _______________ _ l 2x FASCIA MIN. 10'-0" ' NO SPLICE ALLOW W ~ l ' I I I I I I I I I I I • "' - I I I I I I I I I I I I I J,t-4x BLKG. W/ I I I I I I I I I LJ L f~fj1_8JRAP _______ J 0 -----------------,1 Ji I I I I I I I I I I I I I ___ J '------ CONT. 2,10 FASCIA I I I I I I I I I I I I I I I I I ------~L _____________ J I ----------------------~ 2x FASCIA MIN. 1 a· -o· ROOF FRAMING PLAN -RESTROOM BLDG. B SCALE ¼• = 1•-0• 0 2x FASCIA MIN. 10'-0" X FASCIA MIN. 1 o· -o· N SPLICE ALLOW 1A 3 lYP. S-5.1 lYP. @-,' Cl CORNER~ \ NO SPLICE ALLOW W '8P CONT. 2x10 FASCIA 1 lYP. S-5.1 2 3 ,J-------- 1 r-------- lYP.1--3~1-+1----1--;I_. S-5.1 ~ I u I 1 SIM. S-5.1 lYP. ~ I "' I 0 x I L ____ _ r----- 1 I 2x FASCIA MIN. 1 o· -o· l NO SPLICE ALLOW W ' ~ -------,--------------------,_,..._....:6~•1~0'--'--+--1 -------=1 r-----------------LJ I I I /3\ / : I 0.H. 1----1 : Wr.-- I I I 1 SI I I I S-5.1 I I I I ------------1 1---------,----------l L-------7 r----------a ,---------7 I '\._ I ,-------7 I I o I I I 4x BLKG. ~ I I I I I :£ I I I ffJ[L1LrtGTH) I I I I CONT. 2x10 FASCIA I I I I I I I I 2x FASCIA MIN. 1 o' -o· ROOF FRAMING PLAN -RESTROOM BLDG. C SCALE ¼" = 1'-o• 3 lYP. S-5.1 DRAWING NUMBER DWG 447-6 46 of 102 IIIAFCO PRODUCTS • NE\N HOPE, MINNESOTA Rl:ORDEA BY PAAT NUMElER 855.:l --1'!;3ITIIII EDG£ Of PIIINT Ill THISUN'E-- ROOF FRAMING PLAN NOTES 1. S£E SHEETS S-0.1 THROUGH S-1.6 FOR GENERAL NOTES AND lYPICAL DETAILS. 2. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL/PAJW>ET ELEVATIONS. 3. SEE ARCHITECTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS l'OR SIZE AND LOCATION OF ROOF OPENINGS NOT SHOWN ON ROOF FRAMING PLANS. SEE DETAIL 2/S-1.6 FOR lYPICAL OPENING, UNLESS NOTEO OTHERWISE. 4. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS IN BEARING AND NON-BEARING WALLS. 5. PROVIDE 2" BY FULL DEPTH SOLID BLOCKING AT B' -o• MAXIMUM FOR ROOF JOISTS OR RAFTERS MORE THAN 8" IN DEPTH. FOR ADDITIONAL INFORMATION SEE DETAIL 1/S-1. 6. 6. ALL LINES AND/OR MEMBERS INDICATED AS "STRUT" SHALL RECEIVE (2) ROWS OF BOUNDARY NAILING (B.N.), STAGGERED. LEGEND -, ____ .,_,._ : INDICATES SPAN OF JOISTS. -----: INDICATES EXTENT OF JOISTS. (C = ½i : INDICATES AMOUNT Of' CAMBER IN STEEL BEAM OR CL6. NO CAMBER REQUIRED WHERE NONE SHOWN. CONSULTANT ARCHITECT PROJECT : INDICATES BEAM SPLICE IN STEEL BEAM OR CLB PER DETAILS 3/S-1.6. IYPICAL ROOF SHEATHING AND NAILING 15/32" STRUCTURAL I PLYWOOD W/ 1 Od Cl 6" BOUNDARY NAILING (B.N.) W/ 1 Od O 6" EDGE NAILING (E.N.) W/ 1 Od Cl 12• INTERMEDIATE NAILING BLOCK ALL EDGES. SEE DETAIL 4/S-1.6 FOR ADDITIONAL INFORMATION. f:a\A-............ - ~2 MIit er.<tk Dr. olbo.1CICI , t..~ Hm-, c.-02963 T.11 to411l <102 • a:zoo • ,._ CD,10, «12 -:1201 ww...J<NA<aori•l.lfll,,~orn KNA JOB NO. 101.357 NTD ARCHITECTS 47t9 Viewridge Ave., Suite 200 Son Diego, CA 12123 Glendora • San Diego e Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAW1NG TITLE COMMUNITY CENTER BUILDING ROOF FRAMING PLANS NO. DATE REVISION COMMEr-ITS DRAWN BY MP PROJECT NO. 2000-0247 CHECKED eY DATE AL C 12-09-03 DRAW1NG NO. S=3.1 SHEEf L\,lo OF ' D I DRAWING NUMBER DRAWING NUMBER SAFCO PFIODUCTS .• NEV'\/ HOPE, MINNESOTA SAFCO PRODUCTS • NEIN HOPE, MINNESOTA REORDER E!V PART NUMBER 8553 FIEmmER BY PART NLJMSER 8553 DRAWING NUMBER SAFC:O PRODUCTS • t,F/!/ HOPE, MINNESOTA REORDER BY PAFlT NUMBER 8553 DRAWING NUMBER DRAWING NUMBER SAFOO PAOOLICTS • NEW HOPE, MINNESOTA SAFCCl PRODUCTS • NEW HOPE, MINNESOTA REORDER 0Y PART NUMBER 8553 PEORiJEFI BY PA ITT NUMSER 8S53 ----1 ----+----POstnllNRl~IJFPll!NTOHTlllliLIIIE-- --~ -1 -----l'OSmGNEDlll'OFPKINTIINTHlllUNl'------1 ---.-----PIISITION!l'IIIEO~PI\INTDIITIHSLINE-------1 - ----------PmmoNmllfOF!'IUIITllllTIIISUNE----.-----1 - - - --PGSITllltlmGeot!'lll!!?OIITIIISt.111!:----- A /1o\ I/½/ I , / (1)/15 OWLS. Cl> EA. -----._ / / . CORNER ~ ~ / I/ / / ,/ rEXT. PAVlNG, SEE ARCH./CML PLAN, TYP. I// I/ .1->-----------11/ 1/ A----.... -------;.> ....,._,.,.,_,.,,,,,=..,..~-----1'~ 1-·"I clll ell I: / I/ 1--11 [-•u-,-1 "'''"cl 11. .. 111 ... 11 l=J-. ';.+,.~,i;,..e_]TF,;:;8'. .. 111:'m- (4)#5 EA. WAY~ Cl> BOTT. ~ l 3'-0" SQ. l • 0 . 1,!; "'::; • FOR ADDITl~FORMATION SEE DETAIL~ CC-24 SCALE: 1 "-1 '-0" CC 04 13 DETAIL 9 DETAIL I/ / / / / I/ _/ / • / . / / / i/ I/ I/ I/ / / .. -rv'-T • / SLAB ON GRADE / SEE PLAN ; _]Ti" _pl= _111= • \_DOWEL TO MATCH SLAB REINF. SIZE AND SPACING. LAP 2'-0" MIN. W/ SLAB ON GRADE REINF • SCALE: 1"=1' o" NOTE: CONTRACTOR TO COORD. T.O. STARTER WALL SUCH THAT CMU COURSING CORRESPONDS W/ FINISH FLOOR EXT. SLAB WHERE OCCURS 8" CMU W/ 15 VERT. 0 16" O.C, AT CTR. OF WALL AND #5 HORIZ. 0 24" O.C. ROOF DRAIN WHERE OCCURS ~-#5 CONT. CONC. SLAB PER PLAN DOWEL TO MATCH SLAB REINF. SIZE AND SPACING. LAP 2•-0• MIN. W/ SLAB ON GRADE _ 3/, • CLR. REINF. T • • • b2 I- N "' ~~------~(2)/f5 CONT. j,,...,~_-,,__!_... ---• -r(J)#S CONT. ~---~---'I.-/.._ _____ -+-'--------------'!,- SLEEVE 2" LARGER -~ THAN OUTslDE I OF PIPE -WHERE OCCURS CC-01 SEE PLAN . ~13" CLR. TYP. SCALE: 1•-1•-o• 5 DETAIL 1 rv"-r ~---MASONRY WALL BEYOND I I ~-MASONR'( WALL BEYOND I I I I I I I I I I I I . 2'-0" MIN. I I I I I I I I I I I DOWEL TO MATCH SLAB REINF. SIZE ANO SPACING. LAP 2' -o• MIN. WI SLAB ON GRADE REINF. ALT. BEND IN FTG. cc 29 14 DETAIL 15 16 ~--12" SQ. CMU PILASTER W/ AS SHOWN W/ 14 TIES ' I I I I I I / (1)/15 VERT. Cl EA. CORNER C 12" 0.C. (FIRST (3)/14 TIES Cl 2" O.C. AT TOP) • _________ j_ ' / / / 2" / '1/. TYP. / / /. PLAN VIEW l;:;:;I IJ 1, =l I:= ·-·11= -,,,- SEE DETAIL 1 FOR ADDITIEi)FORMATION SCALE: 1"-1'-0" CC 05 10 DETAIL • l: ,:;11 'fW "-'J.l ... I FOR ADDITIONAL INFORMATION SEE OETAILffi CC-06 11 DETAIL 2'-0" FOR ADDl~~FORMATION SEE DETAI~ cc 19 12 DETAIL I I I I I I I • • • I I I I I I I I .L - --"'"'----!.' • ' / / / 1/ / / --/ / I / / J I • • • / ,/ / I/ / i/ / / .. .. ..!. - --"''-----'-' ::111-111:=111-11 I-' •-it,-..........rn-m-· , --'-DOWEL TO MATCH / SLAB REINF. SIZE AND SPACING ALT. DIRECTIONS OF BENDS • • "-111=11 ► ··~ -------------- FOR ADDITIONAL INFORMATION SEE DETAILffi SCALE: 1"-1'-0" CC-02 CURB WHERE OCCURS PER/10\ ~ DEPRESSED SLAB, SEE PLAN - 11 111 ''JJJ;: I i:·111= II:" I= • 6 DETAIL • 0 • I Z -~. N .. • .. .L. -----'----~ - FOR ADDITIONAL INFORMATION SEE OETAILffi SCALE: 1"-1'-o" CC-OJ MASONRY WALL BEYOND DOWEL TO MATCH SLAB REINF. SIZE & SPACING ALT. DIRECTIONS OF BENDS • 0 • I ,!; "' ::a 7 DETAIL SCALE: 1"-1'-0" 8 ' • ./,.:~;::-~:.-:;.:::, .::~:...;~~;~;r~•,,:..;:.;:?:::;,c;:,:'.f.~· /:,,:~~~0_;;:;:)~:"'_'.;--:~:~:;.'~i•:'.-'f)_;;i;;,.~~i:::;,;~/·~::~ '.;. SCALE: 1"=1'-0" CURB WHERE OCCURS • O• 1z "' ::; 2 SCALE: 1 "=1 '-0" 3 4 DRAWING NUMBER DWG 447-6 47 of 102 ISAFCO PRODUCTS • NPN HOPE, MINNESOTA PEDRi:JEf:I BY PART N~E'1 8~!53 ARCHITECT ----________,... -=-·I ---=--"'.' KNA JOB NO. 101.357 NTD SE/0!. PROJECT ARCHITECTS 4719 Y,,wridge Ave., Suite 200 Son Dogo, CA 12123 Glendora • San Diego • Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING FOUNDATION DETAILS NO. OATE REVISION COMMENTS I\ CRAWN BY PROJECT NO. NP 2000-0247 CHECKED BY DATE AL (c') 12-09-03 DRAWING NO. S-4.1 r, SHEET '-\-1 OF 1 'i) L L DRAWlNG NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIECl'IOER BY PART NUMBER 8553 --l'l3SlTIIIN~Ofl'lliITIIIT1113lfflE-- ' 2x RFTR., lYP: ~ GLB. W/ SIMP A35 0 16" O.C. (ALTER SIDE} CONT. (2)#5 ~-_,, FOR ADDITIONAL INFORMATION SEE DETAJL® 1 cc~s3 DETAIL 4x10 NAILER W/ 6/8•~ A.8. Cl 48" O.C. OVER 11/ • DRYPACK 2 CMU WALL, SEE PLAN ORAWlNG NUMBER SAFCCl PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMSER 8553 ---.:,........,..PQ$rnpHBIS!!IIFl'lll!!'!'mlTHISUH!-- NOTCH GLB. C - OVERHANG CONT. (2)1/5 ___/ CONT. (2)1/5 ___/ FOR ADDITIONAL INFORMATION SEE DETAJLSL'.'.:i:J &W U\8Y SCALE: 1 "= 1 '-0" CC-78 13 DETAIL 1 • CLR. / ~ SPLICE & STRAP FOR ADDITIONAL INFORMATION SEE OETAJL® , CC-85 DETAIL TS BM., SEE PLAN FOR ADDITIONAL INFORMATION SEE DETAIL0 CC-86 DETAIL I 0 0 / / B.N. 0 0 GLB., SEE PLAN, TYP. CMU WALL, SEE PLAN 4x PLATE W/ 5/8¢ WELDED STUDS @ 48" O.C. FIRST WELDED STUD PLACED 6" FROM ENDS SCALE: 1"=1'-0" CC-79 4x FASCIA W/ (2)SIMP. A35 TO GLB., lYP. 14 DETAIL NOTE: 4x FASCIA W/ (2)SIMP. A35 TO 2x FASCIA 2x RFTRS. NOT SHOWN FOR CLARrTY. SCALE: 1 "=1 '-0" CC-80 15 DETAIL PLAN VIEW PLAN VIEW I <t STRAP I - ----=--- 0 0 DRAWlNG NUMBER SAFCO PRODUCTS • NEW HCFE, MINNESOTA FIEORDER BY PART NUMBER 6553 --POOITIOH 816£ [If Pilll!T all Tllll! llNE___... - GLB. W/ SIMP. HGLBA OVER 1½• DRYPACK SCALE: 1"=1'-0" 9 (2)#6 LINTEL REINF. ----.. OPNG., SEE PLAN --.__ FOR ADDITIONAL INFORMATION SEE DETAJLS w &W ~8 CC-74 DETAIL GLB., SEE PLAN CONT. (1)#5 --~ / / CMU WALL, SEE PLAN_./ 2x FASCIA, SEE PLAN FOR ADDITIONAL INFORMATION SEE DETAJL® SCALE: 1 "= 1 '-0" CC-76 10 DETAIL 8 GLB. W/ u PLATE PERW OVER 1 ½" DRYPACK ~ (2)#5x1 O' -0" SCALE: 1"=1'-0" CC-75 11 DETAIL 0 0 2• CLR. 1t r. DRAWING NUMBER SAFCO PRODUCTS • NE'W HOPE, MINNESOTA AEORDER BY PART NUMBER 8553 ORAWlNG NUMBER SAFCCl PRODUCTS • NEW HOPE, MINl'-ESOTA FIEOADER BY PART NUMBER 655:3 --fflSrtloNEDSl'Ofl'lllKTIIITIIISLIIIE-----------rom10N£1HIEIFJl!IUrrOIITIIISLINE------1--- 0 0 / 11 -6" •• a a 2x RFTR., SEE PLAN -~ 2x FASCIA W/ (3)16d PER L1U 2x RFTR. ADD (l)SIMP. A35 AT 6 NOTE: WALL BRACING, SEE ~ FOR ADDITIONAL INFORMATION 8 SCALE: 1"=1'-0" CC-71 2x BLKG. 0 4'-0" 0.C. W/ (3)16d O EA. END TYP. (2 BAYS) IMP. PA23 @ 4'-0" 0.C., TYP. 5 DETAIL CONT. (2)/15 CONT. (2)/15 0 WALL BRACE FOR ADDITIONAL INFORMATION SEE DETAJL0 SCALE: 1"=1'-0" CC-72 ~ SPLICE & STRAP a a • 0 SIMP. MST48 GLB., SEE PLAN 6 DETAIL 4x FASCIA, SEE PLAN 2x BLKG. 0 24" O.C. PER 2x FLAT FINGER, TYP. B.N. • ...._,.-:1/8---rr--<.lYP. W/ (1)SIMP. A35 0 /; EA. END & (4)16d 2x RFTR. W/ 16d C 6" O.C. TO 4x NAILER, TYP. CONT. (1)1/5 --~ ---(2)#5x4'-o· OWLS. A706 CMU WALL, SEE PLANI-~ WELDED TO U PLATE GLB., SEE PLAN FOR ADDITIONAL INFORMATION SEE DETAJL0 SCALE: 1"=1'-0" CC-73 7 DETAIL B.N. • 4x PLATE W/ 5/8 •~ A.6. C 48" O.C. OVER 1 ½" ORYPACK CONT. (2)/15 CMU WALL, SEE PLAN L3x3x3/1s W/ (2)5/g"t M.B. 0 4'-0" O.C. 1 "-------IEBx¼xo'-10" W/ (2)5/8t A.B. @ 6" o.c. SCALE: 1"=1'-0" 2x6 FLAT FIINGER O 24" O.C. NOTCH INTO ROOF RFTR. NAIL TO PLATE W/ (2)16d .,,--,3)10d PER BLK., TYP, • SIMP. PA23 @ 4'-0" O.C. 2 SCALE: 1"=1'-0" 3 4 SEE PLANS FOR LENGTH l 7'-o" MIN. TYP. 11 ...--8.N . l<t SPLICE SIMP. MST 48 STRAP 4x NAJLER PER0 • ~ p==-=1r===-===1~~~~7~~~:=:=;z=~z=:7=:/ -!._ .,,---,, ---- ./ ___ _._ _____ _ ¼" CAP le. W/-~ (2)~/a •~ WELD STUDS - SIMP. STRAP, SEE PLAN 4x BLKG. W/ (3)16d C EA. END Cl> STRAP, TYP. (SEE PLAN FOR EXTEND) CMU WALL, SEE PLAN CC-87 SCALE: 1 •~ 1'-0" CC-82 DETAIL 16 DETAIL 1 I / 4x BLKG. W/ (2)SIMP. A35 PER BLK. TO PLATE, TYP. NOTE: ROOF FRMG. & 4x NAJLER NOT SHOWN FOR CLARrTY. SCALE: 1"=1'-0" CC-77 12 DETAIL 7 (2)#5x4'-o" OWLS.__/ ,ELEVATION SCALE: 1"=1'-0" CC-70 SHAPED PLATE PS NEEDED -- 2x RFTR. W/ SIMP. LSSU -- HGR. TO GLB., lYP. 8 DETAIL SIMP. ST22 @ 48" O.C. GLB., SEE PLAN SCALE: 1"=1'-0" 4 ORAWlNG NUMBER DWG 447-6 48 of 102 SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIEORDER BY PAF!T NUMBER 655J -P03ITIDN l!ll8E Of PIIJIIT ON nus LIIIE- ARCHITECT SEAL PROJECT • f<I\A 90M\ltlnp ........ tnc. ft292 MIi Cr-ff): Dr. s1 .. 100 • ""-fflna. CA r.!BG:I Tel CC,40) _..,.::! • •::ioD • F•,. ,(tl.49) -::! • ::11:ZOI 'IIIIWW.kNAoE>n-.,ltlng<><>m ~NA JOB NO. 101.357 NTD ARCHITECTS 4719 Yiewridge Ave., Suite 200 Son Diego, CA 112123 Glendoro • Scm Diego e Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING Tll1.E COMMUNITY CENTER BUILDING ROOF FRAMING OET AILS NO. DATE REVISION COMMENTS DRAWN BY PROJECT NO. 2000-0247 CHECKEt> BY DATE AL C 12-09-03 ORA~NG NO. S-5.1 SHE£T '¥ OF Oa-- ---,,. , DRAWING NUMBER SAF'CO ~RO□UCTS • NEVV HOPE, MINNESITTA PEOROER BY PART NUMBER 6553 --__ -~ ---------fl:IIITlllllilb;;;UFi'llll,"i"ioi,;"i",;;;u;;r~ ~ -----1 ~ L 13 14 15 16 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA l'EDRtlER BY PAFIT NUMSER 8!553 --PWrTlllllll'lm::OFftl..'"'.l"lllln:=u;::;: ~; --- DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER D~1~c:i ~-~MBER 49 of 102 SAFCO PRODUCTS • NEW HOPE, MINNESOTA SAFC0 FlAODUCTS • NEW HOPE, MINNESOTA SAFCO PRODUCTS • NEW HCFE, MINNESOTA SAFCO l=IRODUCTS • NE\N HClPE, MINNESOTA FIErnDER BY PART NUMBER 8553 R~DER BY PAFIT NLIM8ER 8553 AEORDER BY PART NLIMBE8 8553 FEORDER BY PART NUMBER 8553 ~ .------1 ---~ -PCSITTOl!!l)S,l:(lf~W.enl!ISUMl:----- --1 --------mmaMEINl<Of'PRIHTIIITHISUNt--- ---.. -1 -- - --l'llSITIGNQIGE_Ofl'IUHTGNmUME-----= ---·j - -----Pll~ITIUll!ll!!!i!ll'!'IUl!!'ONllllSOO---_ --1 - 9 10 11 12 5 SIMP. ST6236 4x NAILER FOR ADDITIO~NFORMATION SEE DETAIL 7 S-1.6 CC-121 DETAIL V (1)SIMP. AJ5 @ EA. SIDE 6x BM., SEE PLAN CC-119 6 DETAIL 7 8 (2)f/5x2'-0" (A706)---, @ 4• o.c. CMU PILASTER -----. f'OR ADDITIO~NFORMATION SEE DETAIL 7 S-1.6 NOTE: REINF, @ CMU PILASTER NOT SHOWN FOR CLARITY. CC-130 DETAIL Ct STiW' I I I 7 A A y r 6x BM., SEE PLAN ~¼· THK.x8" W/ (2)5/s"f WELDED STUDS SCALE: 1"=1'-0" 1 V 4x FASCIA, SEE PLAN PLAN VIEW SCALE: 1"=1'-0" 2 _,,---6x BM., SEE PLAN \ I ,,.---1 ½" NON-SHRINK GROUT V SCALE: 1 "=1 '-0" 3 4 KNA JOB NO. 101.357 ARCHITECT NTD ARCHITECTS 4719 Viewrtrlge Ave., Suite 200 Son Diego, CA 92123 Glendom • San Diego • Auburn PROJECT CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK ORAWlNG 1TlU: COMMUNITY CENTER BUILDING ROOF FRAMING DETAILS NO • OA7E REVISION COMMENTS DRAWN BY PROJECT NO. 2000-0247 CHECKED EY DATE . AL © 12-09-03 . DRAWlNG NO . I/ S=5.2 I' SHEET L\-9. OF l 0\.-. -- DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIEo:tDEFl BY PART NllMBER 13553 ----1 -----PllS!Tl(JIHDlil:OfPlll!l'IIITIIISUME-- SYMBOL (~c) (~c) (~c) (~c) . DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, M1NNESOTA REORIJER BY PART NUMBER 6553 --,OSITION!Ell9E8F,-IIITOIITJ1t.LIIIE-- . ' DESCRIPTION ELECTRICAL DATA EQUIPMENT HP RLA LRA ~ S,' EVAP, 3.0 - - CARRIER, 48HJDOOB COMP. -12,4 88.4 20B CONO. - - - EVAP, 15 - - CARRIER, 4BA \\'0030 COMP. 1 -57.1 266.0 208 COMP. 2 -39.1 22B.O EVAP. 5.0 -- CARRIER, 4BHJD008 COMP. -12.4 88.4 20B COND. - -- EVAP. 7.5 ~ ' - CARRIER, 48HJD012 COMP. 1 -. 17.6 126 208 COMP. 2 -· 17.6 ,126 Ill COOLING < :c TOTAL SENSIBLE 0.. MBH MBH J 8B.9 78.2 3 340.B 294.0 3 88.3 78.9 3 115.7 102.9 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART Nllf,,lEJER 65S3 -Pll3ITIGN mAE OF PlltNT IJITHISUNI:- . --- AIR CONDITIONER SCHEDULE CAPACITIES TEMPERA TURES · HEATING . COOLING CFM SP TOTAL EDS EWB LDB LWB AMBIENT MBH 102.5 J,000 1.0 B0.0 63.6 55.0 53.5 93.D ' 287.0 10,220 2.0 83.8 65.1 55.0 53.3 93.0 102.5 3,000 2.0 79.9 63.1 55.0 53.5 93.0 147.6 5,000 1.8 78.6 63.1 55.0 53.6 93.0 ' . . . . . . ' TEMPERATURE · HEATING EDS AMBIENT 5B.9 34.0 52.6 34.0 59.7 34.0 61.B 34.0 . ' DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINtESCITA REORDER SY PART NlJflAEJER 6553 --POSITION '@aEGF ~Oft ONTIIIS LIN~-~ . AIR FILTERS APPROX ' WEIGHT REMARKS QTY. SIZE 41.6 MCA, 50A MOCP, P.ROVIDE 100% MODULA TING DIFFERENTIAL ENTHALPY. 2 16x25x2 1,300 ECONOMIZER 111TH POWER EXHAUST AND PRE-f AB CURB. 1 OJ5 CFM CSA. 180,1 MCA, 225A MOCP, 190A FLA. PROVIDE 100% 10 20x24x2 6,000 MODULATING DIFFERENTIAL ENTHALPY ECONOMIZER 111TH POWER EXHAUST AND PRE-FAS CURB. 5200 CFM CSA. 44.7 MCA, 50A MOCP. PROVIDE 100% MODULATING DIFFERENTIAL ENTHALPY ECONOMIZER 2 16x25x2 1,300 111TH POWER EXHAUST AND PRE-FAS CURB. 825 CFM OSA. HIGH STATIC MOTOR. 63.3 MCA, 70A MOCP. PROVIDE 100% ' 4 20x20x2 2,200 MODULATING DIFFERENTIAL ENTHALPY ECONOMIZER 111TH POWER EXHAUST AND PRE-FAB CURB. 1080 CFM OSA. HIGH STATIC MOTOR. ' . . AIR DISTRIBUTION SCHEDULE ZONE DAMPER SCHEDULE SYMBOL MAKE & MODEL NECK SIZE REMARKS SYMBOL AREA SERVED CFM S.P, MAKE & MODEL SIZE . MAX MIN DROP ◄ A > KRUEGER: SERIES 1240 6x6 MOOULAR W/0,B.Q,; T-BAR CEILING MTD. ® W/ 24"x24" FILLER PANEL · CARRIER MEETING ROOM A107 24x18 1260 380 .10 ® KRUEGER: SERIES 1240 8xB MODULAR W/0.8.D,; T-BAR CEILING MTD. MODEL: 35EV16 W/ 24"x24' FILLER PANEL (~) CARRIER MODULAR W/0.8.0.; T-BAR CEILING MTD. MEETING ROOM A 107 20x18 900 330 .10 ◄ C > KRUEGER: SERIES 1240 10x10 W/ 24"x24" FILLER PANEL MODEL: 35E\114 ® KRUEGER: SERIES 1240 6x6 MODULAR W/0.8.0.; SURFACE MTD. ® CARRIER MEN'S RESTROOM A102 20x18 840 840 .10 . MODEL: 35EV14 WOMEN'S RESTROOM A103 ◄ E} KRUEGER: SERIES 1240 BxB MODUl.AR W/0.B.O.; SURFACE MTD. ~ CARRIER MEN'S RESTROOM A113 20x18 750 750 ,10 ◄ F} 4 MODEL: 35EV14 WOMEN'S RESTROOM A 114 KRUEGER: SERIES 1240 10x10 MODULAR W/0.B.D.; SURFACE MTD. (~) CARRIER ACTIVITY. ROOM A 118 © MODEL: 35EV16 STORAGE A117 24x18 1140 350 .,o KRUEGER: SERIES 1240 12x12 MODULAR W/0.B.D.; SURFACE MTD: ZD CARRIER ◄ H} . MODULAR W/0.B.D.; T ~BAR CEILING MTD. 6 ACTIVITY ROOM A118 24x18 1100 330 .10 KRUEGER: SERIES 1240 12x12 W/ 24"x24" FILLER PANEL MODEL: 35EV16 0 LINEAR DIFFUSER, VERTICAL THROW (BLADES UP), 111TH (;°) CARRIER STORAGE A101, A124, & 16x16 600 195 .10 KRUEGER: SERIES 1975 8'-(2)3/4" SLOTS, 60' LONG MODEL: 35EV12 A126 < K > KRUEGER: SERIES 1975 g•~ LINEAR DIFFUSER, VERTICAL THROW (BLADES UP), 111TH ZD CARRIER OFFICE/COPY ROOM A121 14x12 400 120 .,o (2)3/4' SLOTS, 72" LONG 8 MODEL: 35EV10 OFFICE A123, SUPERVISOR AMO © KRUEGER: SERIES 1975 10,., LINEAR DIFFUSER, VERTICAL THROW (BLADES UP), 111TH (~) CARRIER (2)3/4" SLOTS, 96" LONG · SENIOR FAMILY ROOM A127 20x1B 900 270 ,10 @ LOUVERED W/0.B.D.; T-BAR CEILING MTD. MODEL: 35EV14 KRUEGER: SERIES S80H 8x8 W/ 24"x24" FILLER PANEL ZD\ CARRIER SENIOR FAMILY ROOM A127 ® LOUVERED W/0.8.0.; T-BAR CEILING MTD. 10/ MODEL: 35EV16 24x18 1200 360 .10 KRUEGER: SERIES S80H 10x10 W/ 24"x24" FILLER PANEL ® LOUVERED W/0.8.D.; T~BAR CEILING MTD. ZD CARRIER LOBBY A119 .10 KRUEGER: SERIES S80H 14x14 11 MODEL: 35EV22 38x18 1900 6B0 W/ 24"x24" FILLER PANEL @) ZD KRUEGER: SERIES S80H Bx8 LOUVERED W/0.B.D.; SURFACE MTD. 12 CARRIER MODEL: 35PSA-10 AC-1 BYPASS DAMPER 18x12 1450 0 ® KRUEGER: SERIES SSOH 10x10 LOUVERED 'N/0.8.0.; SURFACE MTD. ZD CARRIER 13, MODEL: JSPSA-10 AC-3 BYPASS DAMPER 18x12 1570 0 < FF) . KRUEGER: SERIES S80H 12x12 LOUVERED W/0.B,D.; SURFACE MTD. ZD CARRIER 14, AC-4 BYPASS DAMPER 29x10 3375 0 ® · MODEL: J5PSA-14 ' KRUEGER: SERIES S80H 16x16 LOUVERED 'N/o.B.D.; SURFACE MTD. . § KRUEGER: SERIES S80H 1Bx18 LOUVERED W/0.8.D.; T-BAR CEILING MTD. W/ 24"x24' FILLER PANEL LINEAR DIFFUSER, VERTICAL THROW (NO BLADES), 111TH JJ' KRUEGER: SERIES 1910 24x10 . (4) 1" SLOTS, 108" LONG . . @ KRUEGER: SERIES SSOH 18x18 LOUVERED W/0.B.D.; SURFACE MTD. . . FLEX DUCT SCHEDULE EXHAUST FAN SCHEDULE . . . ' CFM {MAX.) SIZE DESCRIPTION ELECTRICAL DATA SPEED CAPACITIES 100 6"~ APPROX REMARKS 150 7•~ SYMBOL EQUIPMENT HP VOLTS PHASE RPM CFM SP WEIGHT 200 B"ti . 280 9•-w ROOF MOUNTED . 111TH BACKDRAFT DAMPER ANO 0.25 120 1 939 475 0,250 150 400 101116 GREENHECK: GB-SO PREFAB CURB w . 600 12·-ROOF MOUNTED 0.25 120 1 1096 750 0.250 200 WITH BACKDRAFT DAMPER AND GREENHECK: GB-101 PREFAB CURB .900 . 14•- (E;) . ROOF MOUNTED 0.25 120 1 1093 100 0.250 150 WlTH BACKliRAFT DAMPER AND GREENHECK: GB-70 AIR FLOW PATTERN PREFAB CURB ill ROOF MOUNTED SPARK PRQOF MOTOR, GREASE TRAP AND CRAIN 0.33 120 1 1390 2100 0.375 200 GREENHECK: CUBE 161-3 CONNECTION ANO PREFAB CURB. TYPE.:.1 GREASE HOOD. w l-+-1 ffi ROOF MOUNTED 0.50 120 1 696 2100 0.375 200 PROVIDE 111TH PREFAB CURB, DUCT ADAPTER, ~ I ~ -I GREENHECK: RSFP-100 . BACKDRAFT DAMPER, ANO 2• WASHABLE FILTER, FOR TYPE I HOOD 1. TYPICAL FOR ROOM AIR FLOW PATTERN. 2. VERIFY CEILING TYPE BEFORE ORDERING DIFFUSERS, GRILLES OR R.EGISTERS. . . . . . ' GENERAL NOTES ,. DUCT FABRICATION AND INSTALLATION SHALL CONFORM ALL MISCELLANEOUS METAL, ANGLES, BRACING OR PENETRATIONS IN FIRE-RESISTIVE WALLS, PARTITIONS AND 6. 11. 15. ALL MECHANICAL EQUIPMENT SHALL BE BRACED AND TO THE 'HVAC DUCT CONSTRUCTION STANDARDS" AS SUPPORTS EXPOSED -TO THE WEATHER SHALL BE FLOORS WHERE PROTECTED OPENINGS ARE REQUIRED ANCHORED TO RESIST A HORIZONTAL FORCE ACTING PUBLISHED BY S.M.A.C.N.A. LATEST EDITION. GALVANIZED RON OR BLACK IRON PAINTED WITH SHALL BE FIRE STOPPED USING APPROVEO MATERIALS, IN ANY DIRECTION USING THE FOLLOWING CRITERIA: 2. ANCHORAGE OF PIPING, DUCTWORK AND EQUIPMENT ONE COAT OF RUST INHIBITING PAINT ANO ONE SECURELY INSTALLED ANO CAPA!l~E OF -MAINTAINING THEIR COAT OF GRAY PRIMER. INTEGRITY ANO PREVENTING THE MOVEMENT OF HOT FLAMES PERCENTAGE OF SHALL BE IN ACCORDANCE 111TH CBC CHAPTER 16A. OR GASES THROUGH THE VOID SPACES BETWEEN PENE-. lll;;~CRIPilQ~ QeEBA]tl~ WE!GHI 7. INSTALLATION OF THE SUSPENDED MECHANICAL EQUIPMENT TRAT!NG MATERIALS AND WALLS, PARTITIONS AND FLOORS FIXED EQUIPMENT ON GRADE 20% SYSTEMS SHALL NOT BE STARTED UNTIL DETAIL PLANS, 3. IF ANY EQUIPMENT SUBMITTED FOR APPROVAL HAS WHEN TESTED IN ACCORDANCE 111TH ASTM STANDARD E-814 FIXED EQUIPMENT ON STRUCTURE 30% A DIFFERENT PHYSICAL SIZE OR ARRANGEMENT SPECIFICATIONS, AND ENGINEERING CALCULATIONS HAVE OR U.L STANDARD 1479 (UBC SECTIONS 4304[e1 FROM THAT SHO\'n'I ON THE DRAWINGS A FULL SET BEEN ACCEPTED ANO SIGNED BY THE ARCHITECT OR 4305[0] & 4305[bD, FOR CLOSELY RESTRAINED FLEXIBLE MOUNTED EQUIPMENT, STRUCTURAL ENGINEER IN GENERAL CHARGE OF DESIGN. OF SHOP DRAWINGS SHALL BE SUBMITTED TO SHOW USE 2 X THE ABOVE VALUES. SIMULTANEOUS VERTICAL ALL INSTALLATION DETAILS. 12. ALL DUCTS ~UPPL Y AND RETURN) ON ROOF AND WHERE FORCE -USE 1/3 )-fORIZONTAL FORCE. WHERE ANCHORAGE a. THE LOCATION OF DUCTWORK AND ALL OTHER EQUIPMENT 4. ALL DIFFUSER, GRILLE AND .REGISTER LOCATIONS SHOWN ON THE DRAWINGS IS APPROXIMATE, EXACT NOTED ON O AWINGS SHALL BE LINED 111TH THERMAL AND DETAILS ARE NOT SHO\'n'I ON DRAWINGS, THE FIELD ACOUSTICAL INSULATION. DUCTS ON ROOF TO BE PAINTED. LOCATION OF SAME SHALL BE DETERMINED BY THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF SHALL BE COORDINATED 'MTH THE ARCHITECTURAL THE MECHANICAL ENGINEER. REFLECTED CEILING PLAN AND INTERIOR ELEVA-CONTRACTOR. TIONS. ANY DISCREPANCIES BETWEEN ARCHITECT-13. FLEXIBLE DUCTS SHALL BE SUPPORTED AT OR NEAR MID- LENOTH WITH 2" WIDE 28 GA. STEEL HANGER COLLAR URAL AND MECHANICAL PLANS SHALL BE BROUGHT 9. ALL DUCT JOINTS AND SEAMS SHALL BE SEALED. ATTACHED :TO THE STRUCTURE 111TH AN APPROVED DUCT 16. CONSTRUCTION PRESSURE CLASSIFICATION: TO THE ARCHITECT'S ATTENTION PRIOR TO DUCT EXPOSED TO WEATHER SHALL HA VE JOINTS. AND INSTALLATION. SEAMS THAT ARE SEALED AND PAINTED 111TH ASPHALT HANGER. INSTALLATION SHALL MINIMIZE SHARP RADIUS TURNS OR .OFFSETS. THE MAXIMUM LENGTH CONNECTING SUPPLY DUCT BETWEEN AIR HANDLER BASED ALUMINUM PAINT Tb MATCH ADJACENT DUCT TO TERMINAL OUTLETS SHALL BE SEVEN FEET. ~AH~AND ZONE DAMPER {ZO) TO BE 5. ALL BRANCHES TO DIFFUSERS AND REGISTERS SHALL WORK. BE SUPPLIED 111TH MANUAL VOLUME DAMPERS, T E STATIC PRESSURE LISTED ON DAMPER QUADRANT SHALL BE 3/8 MINIMUM, POSITION 10. ALL DUCTWORK SHALL BE INSULATED .. INSULATION SHALL 14. FIRE SMOKE DAMPERS SHALL BE INSTALLED. IN ALL THE EQUIPMENT SCHEDULE. TO BE INDICATED BY .QUADRANT. ALL DAMPERS DUCTS PENETRATING RATED SEPARATIONS. ACCESS THAT ARE INACCESSIBLE SHALL BE PROVIDED WITH BE U.L AND STATE FIRE MARSHAL APPROVED. INSULATION DOORS 5HALL BE PROVIDED FDR INSPECTION AND SUPPLY DUCT DOl'n'ISTREAt,l OF ZD TO SI-IALL HAI/!: A FLAMr SPFleAD t)F NOT MORO: 1HAN ~5 BE 1" STATIC PRESSURE CONSTRUCTI.ON. REMOTE OPERATORS SIMILAR TO VENTLOK 677-AND A SMOKE DEVELOPED RA TING OF. NOT MORE THAN REPLACEMENT OF THE FUSIBLE LINK. ALL FIRE PLAIN FINISH. DAMPER ASSEMBLIES INCLUOINO SLEEVES AND . 50 WHEN TESTED AS A COMPOSITE INSTALLATION INCLUDING INSTALLATION PROCEDURES SHALL BE APPROVED BY RETURN/tXHAUST DUCT TO BE 1" INSULATION FACING MATERIALS, TAPES ANO ADHESIVE. THE BUILDING INSPECTOR PRIOR TO INSTALLATION. STATIC PRESSURE CONSTRUCTION. FIRE DAMPERS SHALL BE U.L AND STATE FIRE . MARSHAL APPROVED .. . ! DRAWING NUMBER SAFCO PR□OUCTS • r.FN HOPE, MINl'ESOTA FIEOFllJEA BY PART NUMBER 6553 --POSITION UIIIE Of PI\INT GIi 'THiS LINE- ' ' ' ' ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION APPROX APPROXIMATE MAX. MAXIMUM BLl)O. BUILDING MBH 1,000 BTUH BTU BRITISH THERMAL UNITS MECH. MECHANICAL CFM/<f CUBIC FEET PER MINUTE MFR. MANUFACTURER'S · COND. CONDITIONER MIN. MINIMUM cw COLO WATER MTD. MOUNTED DIA DIAMETER NO. NUMBER 0/l DOOR LOUVER 08D OPPOSED BLADE DAMPER EA EXHAUST AIR OSA OUTSIDE AIR EAT ENTERING AIR lEMPERATURE PH PHASE EDB ENTERING ORY BULB QTY. QUANTITY ENT ENTERING RA RETURN AIR EWB ENTERING WET BULB · REQ'D REQUIRED EWT ENTERINO WATER TEMPERATURE RF RETURN FAN F.D. FIRE DAMPER RLA RA TED LOAD AMPS FLA FULL LOAD AMPS RPM REVOLUTIONS PER MINUTE FT. FOOT/l'EET SA SUPPLY AIR ·FT. HD. FOOT OF HEAD SF SUPPLY FAN GALV. GALVANIZED SHEET METAL AND AIR SMACNA CONDITIONING CONTRACTORS' GPM GALLONS PER MINUTE NATIONAL ASSOCIATION,INC. HP HORSEPOWER SP TOTAL STATIC PRESSURE HR HOUR SPECS. SPECIFlCA TIONS KW KILOWATT ST STEAM LAT LEAVING AIR TEMP. STL STEEL LBS. POUNDS T'STAT THERMOSTAT. LOB LEAVING DRY BULB typ TYPICAL LRA LOCK ROTOR AMPS U/C 1" DOOR UNDERCUT LVG LEAVING . UMC UNIFORM MECH. CODE LVR. LOUVER V VOLTAGE LWB LEAVING WET BULB W/ WTH LWT .~tlGm::_ . . . LEGEND SYMBOL DESCRIPTION SECTION-~;~/,,i~1s1DE SECTION-'1fi.TU.,~~"T SECTION~~,;i~y~r,. ,t-.~ .. DUCT W,/tXTRACTOR l ~ DUCT W/TURNING VANES SUPPLY AIR --0--EXHAUST /RETURN AIR ~-IZ!-CEILING RETUliN AIR OUTLET· -$--+-CEILING SUPPLY AIR OUTLET ~-ll'l-CEILING EXHAUST AIR OUTLET LINEAR DIFFUSER I I I t ~ttt,~BLE I r t tfilltc3iNG DAMPER ~ FLEXIBLE DUCT DIRECTION OF FLOW ---@ SMOKE DETECTOR {PROBE TYPE) :rr> _g>1~AJ". . 18. INSULATION MATERIAL SHALL MEET THE CALIFORNIA QUALITY STANDARD PER SECTION 11B E.E.S. -2001. 19. ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT 111TH THE REQUIREMENTS .OF SECTION 118, 123 & 124 E,E.S. -2001 AND TABLE 6.D 1998 C.M.C. 20. ALL HVAC SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS PER SECTION 2.5315 AND 112 & 122 E.E.S. -2001. 21. ALL HVAC EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS PER SECTION 111-113, 115 & 120-129 E.E.S. -2000. 22. ROOM THERMOSTAT IS TO PROVIDE FOR A .10' DIFFERENCE BETWEEN THE COCLING ANO HEATING SET POINT FOR AUTO- MATIC OPERATION AND PROVIDE CAPABILITY TO PREVENT COOLING BELOW 781'. AND HEATING ABOVE 70'F. 23. MOUNT ROOM THERMOSTAT AT 4B" ABOVE FINISHED FLOOR. 24. ALL DOOR UNDERCUTS SHALL BE 1• MINIMUM. . DRAWING NUMBER DWG 447-6 50 of 102 IAFCO PRODUCTS • NEW HOPE, M!NNESOTA FIEORtlcR BY !¼FIT Nl.JMBER 8553 --l'flsmml~!IP!'lll=-rllllTHl:1.111£-- . MECHANICAL ENGINEER Inc. E HVAC Engineering, . 5402 RUFFlN ROAD, SUITE 210 SAN DIEGO, CA 92123 PHONE: ~858) 569-6591 FAX: ( 58) 569-7051 . ARCHITECT N T D A !l C ~ I T E C l, s 4719 Viewridge Ave., Su~, 200 Son Diego, CA 12123 Glendora • San Dlego • ~.ubum SEAL ~~()FESS/~ /'#F_~~ a r,o.Mq~!\fi9~. f ~ xp.12 I 4 _, '~ ~· ·~' er c~1.1~ PROJECT ·. . CITY. OF CARLSBAD, CONTRACT NO. 36991 . . . . AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING MECH. SCHEDULES, NOTES + LEGEN_D NO. DATE · REVISION COMMENTS DRAWN BY PROJECT NO. css 2000-0247 I\ CHECKED BY DATE 6 rl"\ 12·09~03 RC 6 ORAWING NO. n M-1 6 SHEET s; b OF IO~ DRAWING NUMBER SAFCIJ PROIJUCTS • NEVIi HOPE, MINNESOTA FIEOROER ev PART NUMBER 8553 DRAWING NUMBER SAFCCl PRODUCTS • NEW HOPE, MINNESOTA AEOOOER BY PAFIT NUt,,IDEA 6553 DRAWING NUMBER SAFCCl PRODUCTS • NEW HOPE, MINNESOTA REORDER EIY PART NI.JMBER 8553 DRAWING NUMBER SAFC□ PRODUCTS • NEW HOPE, MINNESOTA FEOROER BY PART N~ER 655:1 ----1-----POSrTIOHBl6tllF"'!KTllNTIIISLIIIE----l'OSmllNEIIIIEOF?lllklllNllHSUIE------1-----POSITIOHBlGElfPtmfTONTlll$LIII[----POSITlllN!DIIEllfl'IUIITllNTHtsUIE- STORAGE A124 ----;---_J __ 10L - I K I 290cf I ---+----'-----1--f--+I -L' ~ STORAGE A126 ZD-7 ZD 7- 1 I I I I I I I I I I STORAGE I A101 I © 2004' @ 2oocf 125 (TYP. 2) TOILET A125 T OFFICE 0 2904 14 20x14 -.--1- • 24x20 I I I ,-....-I'll A123 1---~ I II 16x12 L 18 4 I 11------------------------------ 1 II SENIOR I FAMILY ROOM I /A1Vi I I I I I I I I I_F==lE~====: I I L-7------------------------------ __ J_ __ cb MEa-tANICAL R.OOR PLAN ~ COMMUNITY CENTER SCALE, 1/B' • f-0' - ~IULTI-PURPOSE ROOM J A100 I OFFICE A121 16x14 CD RECEPTION r I A120 I 20x12 L - © -2so<f L - SUPERVlSOR A122 2D-10 ---- ---- I I I I I I I I I I I I I I I I I I I I " I I I I I I I I I I © 250,f L - L 14"¢ © LOBBY 250</i"" I A119 I 14x12 L © 2so,f ESTIBULE #1 [ A130 1---J-"I :--t WOMEN'S RESTROOM 10·, © 2so<fr 12"f © 2socj: ------ L @ _375 cf (TYP, 4) MEN'S RESTROOM A113 I I I I I I I I I I I I I I I I I I I I " I I I I I I I I I I ---- ---- C.5 II E I --~-1---------~ 7 I i 0~~ _-_-_-_-_-_-_ ==-= □ i 12· T I MEETING I I II '----J ROOM I I I A107 I I D-1I--uJ""' ® I -1--4204 I 14x14 (TYP. 3) L - r -® 3oocf (TYP. 3) © L - r - =•=- ~~~~~~4?'=-= r - I.D.F. 0. II All II 75cf II © r -STORAGE / A108 I @socf A.V. A109 11 CORRIDOR r;:;:::::::::c.::r'.__'5"";00 I A106 I @l-----.--4 G WO E S RESTROOM ~ ACTIVlTY ROOM I A118 I CORRld R Al I r - ® 180 cf: II tH------, I I I I I 11 I I I I I I I _ _J JANITOR Al 15 II ________________________ _ STORAGE I A117 I FIRE SPRINKLER RISER / A128 I II II II II I I Z0-6 I I I I I I I I ----------------------------~ ---+-- E.8 F DRAWING NUMBER SAFCO PRODUCTS • NEW HCFE, MINNESOTA AEIJAOER SY PART NUMBEA 8553 --P0S11111ffEllGl'IJF"'INTONT111SllltE--:-' - DRAWING NUMBER DWG 447•6 51 of 102 SAFCO PRODUCTS • NEW HOPE, M!NNESOTA FIEOACER BY PAR'r NlJMBE=R 8553 ._ -rllSITlDNED!lEOFPIUIITOIITIIISLINE--'-----·-1 ---............_ CD © © KEYNOTES REFER TO AIR DISiRIBUTION SCHEDULE AND FLEX DUCT SCHEDULE ON SHEET M-1 FOR DUCT CONNECTION SIZES TO DIFFUSERS AND REGISTERS. FOR DUCT TAKE-OFFS SEE,~ ~ . . @ FOR ZONE DAMPER MOUNTING DETAIL, SEE M-4 FOR AIR DISTRIBUTION CONNECTIONS SEELU ~ FOR CONTINUATION Of SUPPLY AND RETURN DUCTWORK, SEE SHEET M-3. FOR FIRE DAMPER DETAIL, SEE~ ~ 6"¢ EXHAUST DUCT UP TO ® ON ROOF, ® 10x10 EXHAUST DUCT UP TO ffi ON ROOF'. 12x12 EXHAUST DUCT UP TO ® ON ROOF. 14x14 WELDED STAINLESS STEEL EXHAUST DUCT UP TO ® ON ROOF. @) KITCHEN GREASE HOOD BY KITCHEN CONiRACTOR. SEE SHEET FS-1. @ 18x18 DUCT UP TO ffi ON ROOF. @ REFER TO CAMPER SCHEDULE ON SHEET M-1 FOR INLET AND OUTLET SIZES TO ZONE DAMPERS AND BYPASS CAMPERS. COORDINATE LENGTH OF BLANKED OFF LINEAR DIFFUSER AND GRILLE 111TH ARCHITECT. BLANKED OF POF\TIONS SHALL BE SAME MODEL AS ADJACENT DIFFUSERS OR GRILLES. @ 3" PVC COMBUSTION AIR INTAKE AND EXHAUST UP THROUGH ROOF. @ PROVIDE MANUAL BALANCE DAMPER AT ALL BRANCH DUCT OFFSETS. @) 20x20 SUPPLY AND RETURN DUCTS UP TO AIR CONDITIONING UNIT ON ROOF. @ 24x24 SUPPLY AND RETURN DUCTS UP TO AIR CONDITIONING UNIT ON ROOF'. @) NOT USED @) DUCT UP TO SPACE ABOVE. REFER TO DRAWING M-3 FOR CONTINUATION. @) DIFFUSER FED FROM ABOVE. REFER TO DRA'MNG M-3 FOR CONTINUATION. MECHANICAL ENGINEER E HVAC Engineering, Inc. 5402 RUFFIN ROAD. SUITE 210 SAN DIEGO, CA 92123 PHONE: (656) 569-5591 FAX: (~58) 589-7051 ARCHITECT NTD 4719 l'iowndge Ave., Suite 200 !ion Diego, CA 92123 Glendora • San Diego • \t>um PROJECT . CITY OF CARLSBAD, CONTRACT N(). 3~991 AVIARA COMMUNITY PARK ORAWlNG TITLE . · COMMUNITY CENTER BUILDING . . MECHANICAL FLOOR PLAN NO. DATE REVISION COMMENTS DRAWN BY PROJECT NO. ~eA 2-000-0247 CHECKED SY DATE RC @ 12-119-03 DRAWING NO. M~2 SHEEJ S'"I or I D ~ DRAWING NUMBER SAFCO PAOOUCTS • NEW HOPE, MINNESOTA FE.ORDER BY PAITT NUMB!:R 8553 -- --1 - - - --l'lllllTlllll!DIIEliFl'IIIIITIINTlilSLIII'------l -__ DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DWG 447-6 52 of 102 SAFCO PRODUCTS ■ NE\N H□PE, MINr£SCITA SAFCO PRODUCTS • NEW HOPE, MINNESOTA SAFCO PRODUCTS • NEW HOPE, M!NNESOTA SAFCO PRODUCTS • NEW HOPE, MINNESOTA SAFCO PROCJUCTS • NEW HOPE, MINNESOTA FEDRCJER BY PA ITT NVMBEfl 6553 REORDER BY PAHT NUMBER 8553 AEORDER BY PART NUMBER 6553 flEORtl:R BY PART MJMBER 6553 AEOROEA BY PART NUMBER 6553 -Pll3rTIOHUIIIEOfPRIMTOIITHISUllt----__._ ---j -----~ITIONBlGl'IIFPRINTONTlllSLIIIE------1 ---_, ---• -POSITI(lMEllGEOFPRIIITGHTIIISUNI=-,~-__, ---1 -----t'OOITIOIIECGEIFPIIIIITGHTIUSUIIE-·--- --1 ------,asrr!O!ll!OGEll'PP.IIITOHTIIISUIIE------~ ----- C D E F ,----------7 KEYNOTES CD FOR EXHAUST FAN MOUNTING, SEE ~ ~ ® FOR AC UNIT MOUNTING, SEE ~ ~ @ PROVIDE SMOKE DETECTORS IN ALL UNITS EXCEEDING 2,000 CFM TO DETECT PRODUCTS OF COMBUSTION. © MAINTAIN 10' -0" CLEARANCE BETWEEN ALL FRESH AIR INTAKES AND EXHAUST OUTLETS. © WATER HEATER 3" PVC DIRECT ~NT AND EXHAUST © MAINTAIN 10'-0" SEPARATION AND FRESH AIR INTAKES. FOR 8 EXHAUST FAN MOUNTING, SEE --- - ---------------------------;f-=t:=======:::===I FROM ALL WALLS, PARAPETS, @ M-4 - -4---I-------+-- ( I I J F~o=o*-1 I \ I @ \ I \ I \ I \1 __ J_ __ --- MECHANCAL ROOF PLAN -COMMlNTY CENTER SCALE: 1/8' • f-0' 8.5 \ 0 0 I -\ --00 --I - I 0 0 \ @ 0 @ ® 36x30 SA@ 0 0 -\ 0 0 I - {!ffi> 0 ---@ / <il!l) __ / ®@ ®~~!J-l I I ( C.5 • 0 ~ ~ 6 ~/ EF 4 0 0 I 0 -o /; I (m>. 2) ~-- ---+--- F Q) SUPPLY FAN MOUNTING SIMILAR TO 8 EXHAUST FAN MOUNTING-----J,.__ _ _, M-4 ® FOR ROOF MOUNTED DUCTWORK SUPPORT, SEE 10 M-4 ® DUCT DO\\N TO CEILING SPACE BELOW. REFER TO DRAWING M-2 FOR CONTINUATION. @ REFER TO AIR DISTRIBUTION SCHEDULE AND FLEX DUCT SCHEDULE ON SHEET M-1 FOR DUCT CONNECTION SIZES TO DIFFUSERS AND REGISTERS. ® ·@ FOR AIR DISTRIBUTION CONNECTIONS SEE, M-4 @ PROVIDE MANUAL BALANCE DAMPER AT ALL BRANCH DUCT OFFSETS. @ DUCT DO\\N TO DIFFUSER BELOW. REFER TO DRAWING M-2 FOR CONTINUATION. MECHANICAL ENGINEER E 1-iVAC Engineering, Inc. 5402 RUFFIN ROAD, SUITE 210 SAN DIEGO, CA 92123 PHONE: (858) 569-6591 FAX: (858) 569-7051 ARCHITECT NTD Ii II C ~ I l.E Cl S 4719 VleWTidgo .,.,,, Suite 200 Son Diego, CA 92123 Glendon, • Son Diego • lobum PROJECT . CITY OF CARLSBAD, CONTRACT NO. 36991 ' . A VIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING ME:a-lANICAL ROOF PLAN NO. DATE REVISION COMMENTS DRAWN BY PROJECT NO. p A 2000-0247 CHECKED BY DATE DT C 12-09-03 DRAWING NO, M-3 SHEET ~~OF l O &- DRAWING NUMBER SAFCO PROOUCTS • NEW HOPE, MINNESOTA REORDER BY PART fll.JMBEA B553 -----1 - - - --roamoNEl);EllfPAJIITIINTl!ISLIIIE----- DRAWING NUMBER S.A.F'CO PR□ol.lCTS • NEW HOPE, MINNESOTA REORDER 6Y PART NUMBER 6553 DRAWING NUMBER 5.AFCO PAOOUCfS • NEW HOPE, MINNESOTA AEOf1bEA SY PART NUMBER 6553 DRAWING NUMBER SAFCO PROCIUCTS • NEW HOPE, MINNESOTA AEOFIDEA BY PMIT NUMBER 6553 _,,__ --_,._ -t03ITION£D8EDFPAl"10Nl'IIISUII:---- - --j -----POSn10N8lGl:Ofl'IUNTONTIUSLlllt--_,,,,,,_ ----l'OSfTIONBlru!lFl'IUIITONTlll!;UNE-- PROVIDE TRANSITION--~ TO MATCH OUTLET SIZE OF BOX • • r-------SHEET METAL STRAPS, SUPPORT FROM STRUCTIJRE (4 PER BOX) PER SMACNA REQUIREMENTS. r--SUPPLY AIR DUCT • j-~..L_.l) \--L..........Jl--'7'"""----' VARIABLE AIR-------✓ VOUUME (VAV) BOX "----PROVIDE TRANSITION TO MATCH INLET SIZE OF BOX ZONE DAMPER MOUNTING NO SCALE -i-------,,..li-•m;;t;;,--FAN SHALL BE HINGED AND I CHAINED FOR CLEANING OF VERTICAL DUCT GREASE TRAP "-----'--EXHAUST FAN ~ MIN •. 40• DISCHARGE HEIGHT t 8' MIN. PRE-FAB CURB WITH CANT STEEL EXHAUST DUCT 111TH --- MIN. THICKNESS OF 0.055" CEILING---~ FAN & PRE-FAB CURB SHALL SIT LEVEL. PROVIDE UEVEL BASE IF ROOF IS PITCHED. ;r--VENTED CURB EXTENSION /'S:---hlt---~ WELDED DUCT MIN; OF 24" ABOVE ROOF DECK ROOFING PROVIDE MINIMUM J' AND MAXIMUM 12" CLEARANCE BETWEEN DUCT AND SHAFT WALL. PROVIDE 18 GA STAINLESS STEEL FLASHING 111TH SILICONE SEALANT AT CEILING PENETRATION. UPBLAST EXHAUST FAN. -TYPE .I NO SCALE 1 OR 2-HOUR CONSTRUCTION MOTOR-------------. ACCESS DOOR--' SMOKE DETECTOR __ _/ FUSIBLE LINK ------.J 165' F. BLADE LOCK-------~ NOTE: OVERSIZE DAMPER-FREE AREA TO MATCH DUCT AREA. BREAKAWAY DUCT CONN. (TYP.)· DO N,OT SCREW OR BOLT TO SLEEVE ...--NEGATOR SPRING FIRE/SMOKE DAMPER AT. WALL NO SCALE NOTE: EXTEND LEGS TO SUPPORT JACKET. NOTCH BOTTOM JACKEJ PANEL AT LEGS AND STANDING SEAMS AT JOINTS. LAP INSULATION AT TOP 26 GA. METAL JACKET 'BREAK" METAL JACKET AT CENTER LINE ON TOP TO OBTAIN PITCH •pQP RIVET" SEAMS ALONG BOTTOM ON BOTH SIDES. 4"x4"x1 /8" GALVANIZED STEEL ~LATE 4"x4" FIRE TREATED---,., P.T.D.F. OR REDWOOD 1-1 /2"x1-1/2"x1/8" STEEL ANGLE METAL~>-- JACKET RUNNER SET IN MASTIC 12" ROOF---,...J~~~~~~il..~· U.O.N. t,-~~i.;::,---qrl METAL DECK PAN 3/B''x10" LONG--------' GALV. BOLTS W/NUT & WASHER (TYP.) ~-3/6"xJ"WIDEx9•LONG STEEL PLATE (TYP.) . (2) NO. 12 SHEET METAL SCREWS PER SIDE RECTANGULAR DUCT -ROOF MOUNTED NO SCALE 8 M-4 10 . M-4 DRAWING NUMBER SAfCO PRODUCTS • NE\N HOPE, MINNESOTA AEOROEFI BY PART NUMBER 6553 --PllSITIIIN EOOE Of PRINT ONTIUSUllt- FLEXIBLE DUCT (SEE SCHEDULE FOR SIZE) S.A . ~-MANUAL BALANCING DAMPER WITH LOCKING QUADRANT R.A. . ' ~~ ROUND DUCT TAKE-OFF TO MATCH FLEXIBLE DUCT S!ZE '---ROUND OR RECTANGULAR DUCT DUCT TAKE-OFFS NO SCALE EXHAUST FAN ----- PRE-FAB CURB --...._ l'nTH CANT NOTE: ' ' FAN & PRE-FAB CURB SHALL Sli LEVEL. PROVIDE LEVEL BASE IF ROOF IS PITCHED. RECTANGULAR--"" DUCT S.A . R.A. MANUAL BALANCING DAMPER WITH . LOCKING QUADRAINT ,,,.--ROOFING ROOF STRUCTURE ------BACKDRAFT DAMPER ------EXHAUST DUCT EXHAUST FAN -ROOF MOUNTED. NO SCALE SOUND INSULATED-~ PANELS UNDER ---GASKETS . . ,,,---WOOD NAILER ENTIRE UNIT AC UNIT , ~ UNIT CHANNEL [ .\-:~=;==7.l!.ll!!£"',::,""""i/ ~ SECURE UNIT TO CURB _ -. __/ ___ / WITH AIRCRAFT CABLE SECURE CURB TO WOOD ---,~-~ N::=;1----FLASHING ,,----PREFAB CURB ,,,--CAINT STRIP BASE W/LAG SCREWS 1><:.Kx'>tx /ROOFING ROOF DECK • '----SEAL ROOF OPENINGS AROUND DUCT DROPS AC UNIT ROOF CURB NO SCALE FLEXIBLE DUCT (SEE SCHEDULE FOR SIZE) CLAMP (DO NOT USE DUCT TAPE) SHEET METAL SCREW ( 4 PER COLLAR MIN.) NOTE: FLEXIBLE DUCT MUST BE SEALED TO COLLAR SUPPORT FROM STRUCTURE (TYP.) (DO NOT REST BOX ON CEILING) CEILlilJ----1---ll -4.CEILING SURFACE) MOUNTED SPIN-IN FITTNG -~ INLAY DIFFUSERL REGISTER OR GRILLe AIR DISTRIBUTION CONNECTION DETAIL NO SCALE 2 . M-4 4 M-4 0~~1~1 f.~MBER 63 of 102 ISAFCO PRODUCTS • NEW HOPE, MINNESOTA FEORClER BY PART NUM6ER 855::1 --fmmONlD9EOFl'IUKTONllllSUIE--- MECHANICAL ENGINEER E HVAC Englneering, Inc. ARCHITECT PROJECT 5402 RUFFIN ROAD, SUITE 210 SAN DIEGO, CA 92123 PHONE: (858) 569-6591 FAX: (858) 569-7051 NTD 4719 ~•wridge /we., Sufte 200 Sun Diego, CA 1212l Glond,ro • Sun ~eg, • Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWlNG TITLE COMMUNITY CENTER BUILDING MECHANICAL DETAILS NO, DATE REVISION COMMENTS DRAWN BY PROJECT NO. css 2000-0247 CHECKED BY OATE c 12-09-03 M-4 SHEET 5"3. OF I 0~ DRAWING NUMBER SAFCO PROOUCTS • NEW HOPE, MINNESOTA F!EOADER SY PART NUMBER 8553 DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER SAFOJ PRODUCTS • NEW HOPE, MlNr-ESCITA SAFCa PRODUCTS • NEW HOPE, MINNESOTA SAFCO PRODUCTS • NEW HOPE, M!NtESOTA AEORCER BY PART NUMBER 6553 '1ECIRDER BY PART NUMBER 6553 FIEOROEF1 BY PART NUMeER 6553 DRAWING NUMBER OWG 447-6 54 of 102 IAFCO PRODUCTS • NE\1\1 HOPE, MINNESOTA ~Ol::R BY PAITT NUMBER 6553 ----1 -----l'CSrnJNl!llGHIFl'IUNTdNTlllSUIIE---- --i - --.- SAFCO PRODUCTS • t,E'N HOPE, MINNESOTA FEDRElER BY PA ITT NUMBER 6553 -POSITION [l)&f:GF PAINTOflffilS LINE---l'OStTIONEOGEOFPA!IITOIITlllSUNE-__,.. --==----1 -__ ---POSITTIINEDBEOfl'lll!TIIITIIISUNE-...,_____ ----1 --:--- --POSITillNBlGEIFPRIIITOIITIUSUIIE----___,__ -1 --•-----,... -fCSrnJNblllfOFPIIIIITIINTIISUNE------1 -· I""--• . . SEQUENCE OF OPERATION DDC INPUT /OUTPUT LIST . EQUIP. DESCRIPTION POINT TYPE ,!,IR CONDITIONER (AC-1, 3 AN!) ~j LOCATION POINT NAME ANALOG DIGITAL SYMBOL EQUIPMENT 208V., 3 ,P THE SUPPLY FAN SHALL BE STARTED ON THE BASIS OF BUILDING IN OUT IN OUT 111 fe's. OCCUPANCY THROUGH THE DOC CONTROL SYSTEM. SUPPLY AIR I\ STATIC PRESSURE WILL MODULATE THE BYPASS DAMPER BASED AC-1 AIR CONDITIONER FAN START/STOP X 111 . /MS UPON THE DEMAND FOR COOLING BY THE SPACE ZONE DAMPERS. PROVIDE 100 1' MODULA TING ECONOMIZER FUNCTION BASED ON AC-1 AIR CONDITIONER FAN STATUS. X INTERLOCK WITH DIFFERENTIAL ENTHALPY, EXHAUST FAN / 9@ AC-1 AIR CONDITIONER FILTER DPS ALARM · X AS REQUIRED @ IONIZATION SMOKE DETECTORS IN THE SUPPLY DUCT SHALL, IF PRODUCTS OF COMBUSTION ARE DETECTED, SHUT DOWN THE AC-1 AIR CONDITIONER SUPPLY AIR TEMPERATURE BYPASS SUPPLY FAN AND SIGNAL THE FIRE ALARM SYSTEM. X . ,!,IR CQND!TIO!:!ER (AC-2) AC-1 AIR CONDITIONER SUPPLY AIR STATIC X AC-1 AIR CONDITIONER SMOKE DETECTOR ALARM x. X THE SUPPLY FAN SHALL BE STARTED ON THE BASIS OF BUILDING OCCUPANCY lHROUGH THE DOC CONTROL SYSTEM. AN INCREASE AC-2 AIR CONDITIONER FAN START/STOP X IN CARSON DIOXIDE WILL SEQUENCE THE FRESH AIR AND REUEF DAMPERS TO MODULATE OPEN, REDUCING THE CARBON DIOXIDE CONCENTRATION. AC-2 AIR CONDITIONER FAN STATUS X PROVIDE 100 1' MODULATING ECONOMIZER FUNCTION BASED ON . AIR CONDITIONING UNIT @ DIFFERENTIAL ENTI-IALPY. AC-2 AIR CONDITIONER ROOM CARBON DIOXlDE X = "" IONIZATION SMOKE DETECTOR~ IN THE SUPPLY DUCT SHALL, IF liC-2 AIR CONDITIONER FILTER DPS ALARM X AC-1,3,4 PROOUCTS OF COMBUSTION ARE DETECTED, SHUT DOWN THE SUPPLY FAN AND SIGNAL THE FIRE ALARM SYSTEM. AC-2 AIR CONDITIONER SUPPLY AIR TEMPERATURE X EXHAUST EANS (EF-1, EF-2, AND EF-3) AC-2 AIR CONDITIONER SUPPLY AIR STATIC X THE EXHAUST FANS SHALL BE INTERLOCKED WITH THE AC-2 AIR CONDITIONER SMOKE DETECTOR ALARM X X SCHEDULED AIR CONDITIONING UNITS AND SHALL OPERA TE DURING NORMAL HOURS OF OCCUPANCY. AIR CONDITIONER . 208 v., 3,p PiC-3 FAN START/STOP X I\ I\ As. I I I I\ /MS. EXHAUST EANS (EF-4) FMS ,Fl.ls. AC-3 AIR CONDITIONER FAN S1ATUS X I I I 120 v. 120 V. EXHAUST FAN SHALL BE CONTROLLED BY A WALL MOUNTED PiC-3 AIR CONDITIONER FILTER DPS ALARM X @) 11 I ® SWITCH. ROOM @ AC-3 AIR CONDITIONER SUPPLY AIR TEMPERATURE X li,UPPLAX AIR FAN ( SF-l) LOCATE IN SUPPLY AIR FAN SHALL BE INTERLOCKED WITH EF-4. AC-3 AIR CONDITIONER SUPPLY AIR STATIC X ROOM AIR SUPPLY ZONE PAMPERS (ZD-1 THRU ZD-11) AC-3 AIR CONDITIONER SMOKE DETECTOR ALARM X X WHEN THE ¾C UNIT IS IN COOLING MODE, THE VARIABLE AIR AC-4 AIR CONDITIONER FAN START/STOP X VOLUME UNI SHALL MODULATE FROM FULLY OPEN TO A MINIMUM POSITION (ADJUSTABLE) TO SATISFY THE ZONE THERMOSTAT. AC-4 AIR CONDITIONER FYI STATUS X WHEN THE A/C UNIT IS. IN HEATING MOOE, THE VARIABLE AIR VOLUME UNITS SHALL MODULA TE FROM MINIMUM POSITION AC-4 AIR. CONDITIONER FILTER DPS ALARM X (ADJUSTABLE) TO FULLY OPEN TO SATISFY THE ZONE THERMOSTAT. AC-4 AIR CONDITIONER SUPPLY AIR TEMPERATURE X . EIRE/SMOKE DAMPER AC-4 AIR CONDITIONER SUPPLY AIR STATIC X IF PRODUCTS OF COMBUSTION ARE DETECTED, THE FIREalMOKE AC-4 · AIR CONDITIONER SMOKE DETECTOR ALARM X X AIR CONDITIONING UNIT. @ DAMPER SHALL CLOSE AND AC-2 FAN SHALL SHUT DO . ' AC-4 AIR CONDITIONER RA FSD SMOKE DETECTOR ALARM X x AC-2 AC-4 AIR CONDITIONER SA FSD SMOKE DETECTOR ALARM X X --OUTSIDE AIR TEMP. --TEMPERATURE X . --HUt,!IDITY --HUMIDITY X . CONTROL LEGEND 120 v., 1 ¢> 120 v., 1 ¢> I I I I WALL SWITCH I I BY DIV. 16 I 1 INTERLOCK SCHEDULE SYMBOL DESCRIPTION EF-1 WITH AC-1 @) I I [ I T EF-2 WITI-I AC-3 CARBON DIOXIDE SENSOR EF-3 WITH AC-4 () () SF-1 WITI-I EF-4 ~ . INPUT/OUTPUT TO DATA GATI-IERING l'ANEL ® HUMIDITY SENSOR ' I\ I\ EF-4 EF-1,2,3 • ® . /MS. iMS • STATIC PRESSURE CONTROLLER SF-1 . MECHANICAl ENGlNEER @) TEMPERATIJRE SENSOR . / ® PRESSURE SENSOR ® WIRING PROVIDED AND ~ HVAC Engineering, Inc. @ --INSTALLED BY DIVISION 16 ROOM . 5402 RUFFIN ROAO, SUITE 210 ( SD J SMOKE DETECTOR: PROBE TYPE WIRING PRO~DED AND SAN DIEGO, CA 92123 INSTALLED BY DIVISION 15 PHONE: gse) 569-6591 ®2 TRANSFORMER; 120/24V_ FAX: ( 8) 569-7051 ' NOTE: THE DOC Ito LIST SHALL •et USED IN CONJUNCTION WITH THE DRAWINGS TO @ DETERMINE THE ARDWARE RQUIREMENTS FOR EACH HVAC SYSTEM. ZONE DAMPER EXHAUST /SUPPLY FAN CONTROL / 3 " '" , .. , ... ' ARCHITECT ZD-1 THROUGH ZD-11 NO SCALE ,M-5 N T D M--i ,. R C ~ I l E C l s 4719 llewrtdge k/e., Sule 200 Son Dieg~ CA 92123 Glendora • &m OlfJgo • Auburn SEAL A~ ~l\afE~1~ "' "' I\ /tis_ I\ ~~0'5695,"' iMS. .FMS. ~" 120 v. ¢~.A.¢?A. OF C~\.I~~ PROJECT . @ CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TfltE COMMUNITY CENTER BUILDING . MECHANICAL CONTROLS NO. DATE RE\/ISION COMMENTS DRAWN BY PROJECT NO. ' css 2000-0247 FIRE./ SMOKE DAMPER @ AMBIENT TEMPERATURE AND HUMIDITY I\ , 4 " CHECKED BY DATE ' (C) /' RC 12-09-03 SA/ RA NO SCALE ,M-5_,, 1/\ DRAWlNG NO. '\ M..;.5 " SHEET 04-or[())._ DRAWING NUMBER SAFC:O PRODUCTS • NEW HOPE, MINNESOTA AEOf1tl:R BY PART NUMBER 6553 - ---1 - - ---rosrr1011mGEIFPAIIITOIITIUSUIIE-------1 - -- Paura 1 off 2 --Avlara Commun Palk fflO.DKTA!'illl:!80 !!AWi 6/18/02 C of Callsbed Callsbed 11'11111!1:W'l<IL IIIEIOGOOIER •-'Bl.Oi'i . 11!~E Bulldlng Pormll I R!charo Nowicki NTD An:hltec!s c~i 277-5115 I -A'IOOl'IJ AiJrolllQill 1l!IJ!ll'Hlli<!E Ctleclo,d by,t)e!a ,.,,,,.,.,..,....,.,.HVACENG~iN~E~E~R~IN~G~,l~N~C.'--___ _:_LJ~858!!S!l.:56~~~9~i~-L.li!!!ll!!i!!!!!!.!11!!!2!.IIN~ IE~IEM.IL 01/sl BIA'ill! CIF PUil8 00/20/02 UUf!O -!D flL.IIOll!MW\ 16,608 IIUJUIOl!OT'lll'E IXl -- PIIMEW ~Oiil IXI ----D -D 11.'IIEAATICM l!o~-□--IXI G\JIWILI. Ellffli10n CIMA'ill! ZOO! 7 D -CWEll"l' -D llll81lli!O. M~ D -Cl!! ~'IJ1EIIIIE"1'1l'Oli' ll" -----------------------l Thia Certificate or Compliance u.ts lhe buRdlng fealul98 and pert'onnance speclftcaUona needed ID complywfth TIiie 24, Pm1s 1 and 8 orlhe Callfornla Code ol Rsgula1lona. This cerlfflcala epplles only-la bulldlng enwilope n,qulrementa. The d<JcumenJatlon preparer hereby cerlfffes 1hat tile dccument 18 IICCUrele and complete. ICOCID!!IEl!l'A111KM Almll!il l!A11111Ul:li 11);\Tlo The Principal Envelope Designer hereby certifies 1hat tile proposed building deQlgn represented Jn 1h18 set ol conatruc:llon documents 18 consistent wfth lhe o1her compllance bms and workshaels, wfth the apedflcatfons, end wftl1 any other ce!C1Jlaflons submitted wftll lhla pennft applfce1fon. The proposad building has been designed la meet the enwlope n,qulremenls contained In Sedlons 110, 116 firough 118, end 140, 142, 143 or 149 olTltfe 24, Part 8. Please check one: 0 I hereby affirm lhat I am effglble under fie pltN!olons or DMslon 3 or !he Busl11888 end Prol'e8slons Code to sign fila document es lhe pe1110n ~Ible for Is Pl"f!paratlon; and lhat I am Dcensed In the lla!e or Callfomla as a cMf engtneer or medlanlcel engineer, or I am a kensed en:hltoot. D I affirm 1hat I am eJJglble under fie exempllon ID Division 3 ol lhe Buslll888 and Prol'esslons Code by Section 8637.2 or 8737.3 ID sign this aocurnentas tile peraon n,sponslbleforlls pn,paraUon; and1hat I am 1 lcensed contracl<Jr perlonnlng this worlc. 0 I afflnn that I am ellglble under DMslon 3 or !he Business and l'rofe8slons C<Jde ID sign 1h18 document because I perlalns ID a llructure or~ or woik desatbed is exempt pursuant ID Business and Proresslons Code Secllons 55a7, eose, and r737. t. I.IC.I Block for Mandatory Meas For de!aned lnsfru<:llons on the 1188 or 1h18 and an ~ Etl'ldency Standanls compllance limns, please rel'ur ID the Ncnresldenlfal Manuel published by fie Callfornla En"'llY Commlislon. ENV-1: Required on plans for all aubmlltals. Part 2 may be lncorpo,ated In ICl!edules on plans. ENV-2: Ussd for an submftlals; ch0088 ~ste YG!'alon depending on melhOd or envelope compliance. ENV-3: Optional. U8e If delauft U-valuea 119 not used. Choose approprtste version for asaembly U-value ID be ce!C1Jlated. """ IM!:91137 Job Num1>w: 01122 <17 l@~~iii11rn@~ r@: @ua @@IB1,1}[iilu.a~~@~ . ,mm_ Pai'll 1 of 2 ~ IB1i1l~©IHl1! . fflD,JIIECT-~ IMTIS Avlare OJmmunffltv Palk 6/18/02 i"'MJECl'-I I Citv of Callsbad Carlsbad Pl'll'/lelll'<ill.-·-11Eaf569-S5G1 Bulldlng Pormll # Linda Alsxsndsr I I ~-~~ 11!~91 Checloldbyit>e!a HVA NG!NEE~NG, INC. Enlbl'tlamecll u.a I!: IF~1il<OOI BIA"lllE Cll' 11.MO !ll!IIUlllllO ___ . ,~Tio-06/20/02 . 16.608R•.U'II, . 7 lll!Ulll<!O Tilt>! IX] --D -MIE --D IIC'Ula.lllD1lE GI.UT - Plil!HlliF--IXI Nll!W-D -D All.lEMnlM □-·-~~ oo--D -Cl!! PRCIOFlliF_E_I.W!C! D Pill!'l/lllM--D -~C!ATll'AQ{l!llll ~ . Thia Certlflcs!e ol Compnance 1181s the bulldlng t'eal!J198 and perl'onnance 1peclffce1fons needed to comply wfth TIiie 24, Paris 1 and e or the Cellfomla Code orRegulal!ona. Thia cartfflcate 1ppllea only ID buHdlng mechanlcal requirements. The documentation preparerhel9by cartlllea fiat !he dccumenta11on la 11CCUmls and complste. El!'i'A'!lla,! A11mim ri!A\'11~ lll,\\11! -----, .... The Prfndpal Mechanical Designer hereby certffles that the proposed building design represented In fila let or conatrucUon documenls la conalalsnl with the ott,er compllance fonna and WOl!ulheels, with lhe apeclflcatlons, and wftl1 any other celculallona submllled with fila pennH eppllcallon. The propoeed bundlng has been designed ID meet the medlanlcal requliernenta contained In Sections 1101hrough115, 120 firough 124,140 through 142,144 and 145. Please check one: D I hereby afflnn that I am ellglble underlhe provhllons ol DMslon 3 or the Business and Prol'ss8lons Code ID sign fila dccumenl as !he pel80l1 ~• for Ila pre~: and Iha! I am lk:ensed kl !he Stats or Cellfomla as e civil engineer, or mechanical engineer or I am a lcensed ereh . O I lfflnn that I am •:C under the exemption ID DMslon 3 or the Busln8811 and Prol'e8alons Code by Sedlon 5537.2 or 8737.3 ID sign this men! as !he p&fflQn responsible for Ila pn,parallon: end 1hat I am e lcensed contracb>r perfonnlng this \Wik. D I affirm that I am enilble under fie exempllon ID Division 3 ol lhe Business and PIOfesslons C<Jde ID sign fila document because tt r.""'ns a mclure er lype or woik desatbed pursuant ID Business and Profeselona Code secuona 55a7, eose, &n<f 8737 •• ~A;..MR!AAOOIH:All.GMJGIMIER:~ 1--!""'TE 1uc.• IE©W\ll!ll«:4 llll&. 'll'ffi'll' illll!AAIIIJru:® Indicate locetlon on plans ol Note Block for Mandatory Maasures I I ii~® mm l>ll'il'Ut::fe\llml' For d:.'l'Jled lns!rucllona an lhe uae or this and all Ene[l.Efflclency Standards compliance fonna, please rel'urto the Nonrea dentlal Manuel publlshed by the Cellfomla Ene Commlli81on. MECH-1: Required on plans lbr an eubmlltala. Paris 2 may be Incorporated In ICl!edulea on plans. MECH-2: Required !or an aubmlt!ala, but may be lncorpo,ated In ac:hedulea on plans. MECH-3: Required for all ■ubmlltala unless required autdoorwnlllallon refes and a!rllowa 119 shown on plans per Section 4.3.4. MECH-4: Required for Prescrlpllw submlltale. · • •· ,wr,,nal. Pert'onnance uoq nn••for mechanlcal distribution eumm•= s.1 --91137 ...,_01122 -fld7 DRAWING NUMBER SAFCO PACOUGTS • NEW HOPE, MINNESOTA FEcJJ:l[]ER BY ?AITT NUMBER 6553 DRAWING NUMBER SAFCIJ PFlOOUCTS • NEW HOPE, M!NNESOTA AEOf10ER BY PART NUMBER 6553 DRAWING NUMBER ----PllllmONED&l:ffFPRINTQIITIIISUNE------t -----PllSITIONBlSE 9Fll'lllMl'IINTIIIS LIIIE------ SAFCO PRODUCTS • NEW HOPE, MINNESOTA REOROER BY PART NUMElER 8553 --....,,,..,..... --~~!Tll)N~IIFP!!!WT<!IIT!l"'l!II~-- 1 .0 .o .0 U-NU0-.91137 Job -01122 l'IWIIIEl:li" ill.WE Avlera Communffty Park . ia--~ . I hn.m,- ll!OI..A11110i! - llr.AT PIIIIID' Tll~A"ll'l EIWEC'l!RIII: IOIEA"ll'l F~- "A'll'llll!lll!!Mll-CCOOWIDII.? llillliLT-IO!AT/C00i!.? • •••••o V ~ l~PD'I. 1f IIEl!IEIJ' IM~•· VEOOl11.A'IOOI! I E·-TYPIE DIEIIICl\'! 11.1. Cli'llll ""'l:l!.0 CQUl1lll\l Hll!AmG ""''ll'IIIIEilll' TYPIE Hl!!AffllO IEQijli'llll!ffl' ll!ll'l'OCIEIC1f .. __ ... , ··o [Mj[J]NainrTYF1E COOl.1110 ~CY IIINl!l!N!D-IIIIIIOIER D'lFIE 111111111.Amli! -llil!lil? ' IICV illll!l~MOO IJllli01IIE IO!A"lll~O ~QM:T I.CCATll<!OO Dl-'1'.w!D ~'"11'.U HIEA1' FIIII' 1111i!llllllCff A1"1 I ""'""""'-1 ly l!,-.,8oft Illa 11.,. I DHWHeater I AC-1 i lilECiWo1ITilh. 7 n/a -Sw!ld, ftfa n/a n/a Illa Illa Illa _,_ ••• Illa ... n/a n/a n/a ... lluFlnKI •= AOSmllh ll"TH-160 n/a nil v .. Vos n/a . . .. •• No n/a Illa Illa Canafan!Volume No No Tc-• ., . Mrllalanc:o ·-~ - 1036clm -- BO'l(,AFUE WT 8.SEER Yeo Yes ~~rn-~~,.·-... c,_,..1rCt111.11,~ 111, M Alrlhlll D, __ "1: INldulll -4.2 .. U-Numbor:0037 Job Number.01122 ng llen NFRC-la n,qulnld. ~ I C@rmtWLB IIIIA.'IIE 6/18/02 I I N:,-2 lll()lfl'l;r, l'll!U --- Illa Illa Illa Canafan!Valume No No Constant T"""' _,_ Alrl!afance •-~ NoEconomlmr l200clm O..Fumac1 112'11, TE DX 8.8 EER Yeo v- lluc:IBlnAlllc -4.2 • • No • Paoo!I"'' I Paut 2 of 2 ~W/4 11;\'ill! 6118/02 I ~ IE ~~ fJ l\~[F= hi!. ll@U.W Ill.Pm, eaiim ,i\im Mit'I), TIil Y/00 lFMlli ~-~ ~@UI I C-Dlll<IM ¼ ~ ::: ~ EDEE . l D.259 BO BO wJR.13 24 136 D.259 270 IQ-l!lf-8"CMU WIR-13- 26 42 D.387 270 IQ II 211 813 0. i D .., R,. 9Rool' 8.2><8 Zone-8 .fI all e!al I 0.259 wJR.13lnaulatlon ZOO<Hl 28 all e!al D.259 W/R-13-., Zone-8 29 all e!al D.259 270 B ll"CMUwJR.13in.ootlon lo all 1 7 0.259 D IQ ll"CMU w/R-13 in.ootlon 31 all e!al 723 D.259 270 IQ ll"CM\JW 13 32 Rool' 885 D.048 0 0 · R,.18 8.2><8.16 7 33 Rool' 573 0.048 0 0 18.2><8.16 34 Rool' 00d 772 D. D :i-ie R•19 Rool' 18.2><8.18 I ti D.259 IQ 8"CM\J wJR.13 Initiation all e!III 0.259 270 BO 8"CM\J w/R-13 Initiation Door 42 D.387 270 IQ =Ill .16• ~ Rool' 830 ~~~Elli 10 39 all e!al 138 8"CM\Jw 1-. ID '40 all 08 270 IQ 8"CM\J wJR.13 lnlula!lon . ID IF :1111©1J11 I! 11111-.l!lloolla~ 0 ~boxlBu~ll,.,100,DOOIQllafCFAlllld>a~~gllrzlngtMmNFRCCo!1111<donlBn,qulred. . 1 -andaubmftNFRC F-. fJ wm ' ~11~ ~ km eo,uoo Gc"m~ Bm.til!NJ t c..mnmu IElffl!~~(; f.;i.~19£ ~ Ulll f!uu lliei111!J\! IFIUi .ll !l:lllioblr lflu~,JIJ -~o,u~ ... ~ • " • 1 U,.,Nlllm:l5037 JobNutttir.01122 ~a11 l@@:~iiiluaa©~ 'ii'~ @IF ©@IB1i1llf2lU.D~~©~ Part 2 of 2 . li'!ll~©IHJo~ IIIIAW. 6/18/02 I llimai~ ,--I ~ 11 lll!iCIIIAi!ICl<IL ~ -I ~w' -~--. . Sw!ld, . --' . . No . .,_u,._, !llll.A1Klllll 2D!IEII Illa Illa IIIEA'l' AIIIL' 11Gmi!C18'11'A"l"'I Illa Illa IEIUECMIC l!ll!A11'1 Illa Illa FMCC111111R!M. Consfan1Valume VAY lllillliWIII-IOOi! CC\'llmlX.? No No llnl!JULT-~ll!A11'1!:00L? No No 18,0D.ffl,i'JG il[j[~JIIL:V .. , .. --•Temn -"""!.Yl'il!ll!U' CanafanlT.-CorlslantTemo .,. _,_ 11'1E001111.ATICI! Alrl!alance IJrBalanca IIIIVOOOR06llilll'!EIII.-----TYll'I! No DHt'.Entti- IIIU!Qli-0 II.I. CIFllll C!llLlllJIM 826clm 1071 c1m IOU"ffiO E..ill'llli!l/l'II' "l"1/IJll! .._•F•--GaaFumaca IIIU'lrni!~ IE®N!1!11' iEfflCIEll'lCY •=AFUE 83%AFUE -:!l!11'~ -. WT ,~, 1llDIII' ElmCUC'if 8.8EER 8.6 EER 11,\00EA/l!il IIOOEL IWIDEll'l <ISU Pii'l5 Ul!S~U.1lllllll! ~m"'"lltl!lll'I Yeo Yes ~-Ci' lillliDU.TUOJ! y,-Yes IIIIY,'lrni!O """"1' • ' R-1/'AW~ ~"""lr!Alllc -4.2 lluc:IB!nAlllc 4.2 ~MM.Ulb IIUV D'lllllD' Milllloe1rA11'1 - .~ .. ,-,. ... e,ai,,q __ c,-_,,,. -1f: Y• ll: -nun, I!: lfflc VIE0011IILA'IIIDil ,m•~ No -C'm!... Ill:~ C,CoclliOSJ 111,_ --~ : . PN i!IIIIA1'IOII -ll'IIElll'I ~; t:rt :..c=.ti: OnNlly i'lll'l!r100C1l 11!8U!A'IIIOiil Pli011E!Ci!lil? ii: -"10! - lie.WEil) llll!C"lll! Ii! Cll!U!IIIRllCF 11P !!'I 111, lllnnlll I ~ 1 ly Eoeo;yl!oft Uwlmber:11037 Job N-.01122 •• 11!-l!-cf I: 1111o111- -•-ll':'11--11,Wlll o,_ c,C!!M CA CIFllll ' WWW l'loo[ol7 I I I DRAWING NUMBER SAFCO PRODUCTS • NeN HOPE, MINNESOTA REOR□ER BY PA ITT NUMElE!=I 8553 lll'm.l!EC11' "fv1era Community Park -&. l!!ffl I\~~~ IFmlnll!IIU~ l,rJ,. = fJ Tylfl'S ~ mm IW.Jl'11c Mill, 'i'ffll 1flll1l IF@llllJIJ $ f1!ls'/11111,n~ -;~~ ~19.2><8.181 .259 11 w/R~13 lnlu .259 180 IQ ~ ll"CMU w/R-13 lnalJ!atlon DATIS 6/18/02 I i'-11,.$ ·h 11 ~,nm ffllllll'&.l:IE\ll -.. -.-a~ O ClltdtboxW~fl:X, 100,DOOIQl!afCFAlll<l ... =~glal!llllllen NFRCCdlcaocnla n,qulred. Follow 1.1enc Procadurea--" 81.Jbmft Nca,,, F-. fJ -~..f-'Ml. hllnll lllll®lt GfffflUI., ~UI I ColMnromUi\lz iii-~~ Im! r;~-~ iAffll ll'lmi llie""M IFlml fl IE>mllil@O' lllilleJIJ ,..,,,,. ~11m w~ . • " 1 UwNumber.0037 MN-.01122 -,n DRAWING NUMBER DWG 447-6 65 of 102 SAFCO PRPClUCTS • NEW HOPE, MINNESOTA FEDRtal BY FAFIT NUMSEI'! 6553 -----__......_.f'w;;-;;;;;.i;;;;.,,;;;,;,,..,,.,,~uNc-- MECHANICAL ENGINEER --1- E HVAC Engineering, Inc. 5402 RU,FIN ROAD, SUITE 210 ARCHITECT PROJECT SAN DIEGO, CA ;2123 PHONE: (858) 569-6591 FAX: (858) 569-7051 NTD 4719 Wewridge Ave., Suite 200 S.n Diego, CA 82123 Glendora • San Diego • Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING TITLE 24 NO. DATE REVISION COMMENTS CRAWN BY PROJECT NO. css 2000-024? CHECKED BY CATE RC . C 12-09-03 DRAWING NO. M-6 SHEET-€ s OF ID&- ( \ DRAWING NUMBER SAFUl F'RODUCTS • NEW HCFE, MINNESOTA FIEOFIDEA BY PART NUMBER 9553 ___ -~ -_ ---..fOSITIOMl:ll&fOJPllllfl'IINTIIISllNF------1 --- DRAWING NUMBER SAFC□ FlROOUCTS • NE'IN HOPE, MINNESOTA FIEORDER BY PART NUMElEA 8553 --l'llSITllll!EDIE'lfPRIHTIINTIIISLIIE-- DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE. MINNESOTA REORDER BY PART NUMBER 6553 --..,,,.,..,,,._ -1 -----PDSIT10H91Sf!lf~l!ITIIITHISLll'IE-- DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA AEORDER 9Y PART NUMBER 6553 -----1 ---__,..,.__ -t'llSlllQIIEl)G!:IFPl'JIITOIITIIISUII!:--- . ' ----____,I . DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIEOROER BY PART NUMBER 6553 --- --PDSmD!IB!lll'IIF"'lliTGNTIIISUNE----~ EQUIPMENT SCHEDULE ' PLUMBING LEGEND ' ELECTRICAL DATA WATER TEMP, FLOW APPROX SYMSOL DESCRIPTION SIZE CAPACITY WT. LBS, REMARKS SYMBOL ABBBEY. DESCRIPTION HP VOLTS PHASE RPM ENT LVG GPM FT. HO. <~➔ A.O. SMITH BTH-150 SOR W SANITARY SEWER OR WASTE B/G WATER HEATER ----120 1 --100 GAL. 50 120 ----950 150 MBH GAS INPUT SOR W SANITARY SEWER OR WASTE A/G <~➔ A.O. SMITH BTH-150 -------V VENT WATER HEATER ----120 , --100 GAL. 50 140 ----950 150 MBH GAS INPUT -cw COLO WATER w TACO 0014 --HW HOT WATER CIRCULATING PUMP 3/4' 1/8 115 1 3250 ------10 16 15 BRONZE AND CAST IRON ----HWR HOT WATER RETURN rfp' CD CD CONDENSATE DRAIN TRAP !'RIMER 1/2" --------------------FLOOR DRAINS 1 G C NATURAL GAS ~ TP TP TRAP PRIMER WATER HAMMER ARRESTER 3/4" 11 FU STANDARD P.D.I. WH-201 •A• ---- -- ------------¢ FCO/COTG FLOOR OR GRADE CLEAN-OUT " . I wco WALL CLEAN-OUT 2 WATER HAMMER ARRESTER 1" ----32 FU ----- - STANDARD P.D.I. WH-201 "8" -I· :>. HB HOSE BIBB /GM 0 PIPE RI.SING ' \ 1 / GAS METER ----------1,169 CFH ----------SUPPLIED BY GAS COMPANY E) PIPE DOWN /PR\ f><I s.o.v. SHUT-OF'F VALVE \ 1 / GAS PRESSURE REGULATOR 2-1/2" --------1,169 CF'H ---- ------SET AT 7' WATER COLUMN -----N CV CHECK VALVE /EV' IS7i BALANCING VALVE EARTHQUAKE VALVES 2-1/2" 1,169 CFH . 1 , ---- ----------------o· GAS COCK PRI/\ PRESSURE REDUCING VALVE 2" 60 PSI COMMUNITY BUILDING DOMESTIC WATER ®· FD FLOOR DR,oJN 1 / ------------74 --6 SER'l1CE WITH GAUGE TAPPING. ~ FS FLOOR SINK s P.O.C. POINT OF' CONNECTION ' ABBREV. DESCRIPTION ABBREV. DESCRIPTION UTILITY DATA FIXTURE/EQUIPMENT SCHEDULE A/F ABOVE FLOOR FV FLUSH VALVE ' . A/G ABOVE GRADE I/A IN ATTIC OR ABOVE ITEM MINIMUM ROUGH-IN SIZE B/F BELOW FLOOR CEILING FIXTURE UNIT SUMMARY NO. DESCRIPTION REMARKS B/G BELOW GRADE PR PRIVATE WASTE VENT CW HW . SER'11CE FIXTURE UNIT TOTAL ~ ADA, FLOOR MOUNTED, WITH 1.6 GAL. FLUSH VALVE, OPEN FRONT CFH CUBIC FEET PER HOUR PU PUBLIC WATER CLOSET-ADA 4" 2" 1-1/4" --SEAT, ANO COVER ON. DOWN TYP. TYPICAL DOMESTIC WATER (F'LUSH VALVE SYSTEM) 127.5 . . SANITARY SEWER I/we\ FLOOR MOUNTED. WITH 1.6 GAL. FLUSH VALVE, FG FINISHED GRADE VTR VENT THRU ROOF 167.0 WATER CLOSET 4" 2" 1-1/4' I\ 2 / --FU FIXTURE UNIT WHA WATER HAMMER ARRESTER OPEN FRONT SEAT, AND COVER SERVICE REQUIREMENTS u· FT FLUSH TANK SD STORM DRAIN 1 . URINAL-ADA 2" 1-1/2' 1" --ADA, WALL MOUNTED WITH FLUSH VALVE 0SO OVERFLOW STORM DRAIN SER'I\CE GPM or CFH SIZE MAIN u\ URINAL 2" 1-1/2' 1' WALL MOUNTED WITH FLUSH VAL VE DOMESTIC WATER 75 2-1/2' --2/ SANITARY SEWER N/A 4" , L .\ PIPE SIZING CHART FUEL GAS 1169 2-1/2" \ 1 / LAVATORY-ADA 2' . 1-1/2" 1/2' 1/2' ADA, COUNTER MOUNTED ffi PIPE FIXTURE UNITS VELOCITY DOMESTIC 1-1/2" 1/2" COUNTER MOUNTED, SINGLE COMPARTMENT SIZE CPM WATER .DATA SINK 2' 1/2" . FLUSH TANK FLUSH VALVE 4 ffi 1/2' 3 --4 FPS ' SER'l1CE SINK 2' 1-1/2" 1/2" 1/2" ENAMELED CAST IRON WITH TRAP STANDARD ' 3/4" 8 11 2 6 FPS I GI\ FOR SITE WATER DISTRIBUTION CALCULATION SEE CIVIL DRAWINGS GREASE INTERCEPTOR 4' 3" --750 GALLONS \ 1 / --1" . 16 22 3 6 FPS . PRESSURE REGULATOR (SET AT 60 PSI) + 60 PSI IMS\ 1-1/4" 24 38 8 MOP SINK 3" 1-1/2" 1/2" 1/2" 6 FPS PRESSURE LOSS THRU REGULATOR AT 75 CPM -10 PSI \ 1 / -- ELEVATION PRESSURE LOSS (6' x ,43) -3 PSI /EWA 1-1/2" 33 60 18 6 FPS PRESSURE REQUIRED AT MOST REMOTE OUTLET \ 1 ./ ELECT. WATER COOLER 2" 1-1/2" 1/2" --DUAL FAUCET, ADA COMPLIANT -25 PSI 2" 57 160 65 6 FPS PRESSURE AV,oJLABLE FOR PIPING PRESSURE LOSS w . + 22 PSI FLOOR DR,oJN 2" 1-'-1/2' 1/2" ADJUSTABLE, CAST IRON, WITH TRAP PRIMER --2-1/2' 96 6 FPS 360 225 ® FLOOR DRAIN 2' 1-1/2" 1/2" --ADJUSTABLE, CAST IRON, WITH TRAP PRIMER AND fUNNEL tlQ1ES; MAXIMUM ALLOWABLE PIPING PRESSURE LOSS w FLOOR SINK 2" 1-1/2" ----12"x 12"x 10" WITH 1/2 GRATE 1.) PIPING NOT SIZED ON FLOOR PLANS SHALL BE SIZED IN ACCORDANCE PRESSURE AVAILABLE 22 PSI 22 PSI WITH PIPE SIZING CHART. 250 FT. x 100 FT = 8.8 PSl/100 FT. ~ 2.) PIPE SIZING. CHART BASED ON 8 PSl/100 FT MAXIMUM FRICTION LOSS. TOTAL DEVELOPED LENGTH FROM PRESSURE REGULATOR 250 FT. INTERIOR, POLISHED CHROME WITH VACUUM BREAKER HOSE BOX ----3/4" --IN RECESSED BOX 3.) MAXIMUM VELOCITIES SHALL BE: BRANCHES "-6 FT/SEC . . IHB\ MAINS -8 FT/SEC. FUEL GAS DATA \2/ HOSE BIBB ----3/4" --EXTERIOR, WITH VACUUM BREAKER IHB\ TOTAL DEVELOPED LENGTH 200' FROM PR CALCULATIONS HOSE BIBB ----3/4" --EXTERIOR, WITH VACUUM BREAKER MANDATORY MEASURES \ 3_/ TOTAL ESTIMATED DEMAND 1,216 MBH 1,216 MBH IHS TOTAL NO. OF OUTLETS 7 = 1169 CFH \ 1 HAND SINK 2· 1-1/2' 1/2" 1/2" ADA, WALL MOUNTED TOTAL NO. OF WATER HEATERS 2 1040 BTUH/CFH IRD 3" COMBINATION ROOF &: OVERFLOW DRAIN A. WATER CLOSETS SHALL BE LOW-CONSUMPTION, \ 1 ROOF' DRAIN ------1.6 CALLON FLUSH CYCLE. . 8 . URINALS SHALL BE LOW-CONSUMPTION, 1.0 ' GALLON FLUSH CYCLE. WATER CALCULATIONS <COMMUNITY CENTER) C. LAVATORY FAUCETS SHALL RESTRICT FLOW TO 0.5 GPM . ft) . . 1'G CW SUPPLY BRANCH TO WH SEWER TYPE OF FIXTURE o. SHOWERHEADS SHALL RESTRICT FLOW TO 2.5 GPM. QTY FU TOTAL QTY FU TOTAL QTY FU TOTAL 1-1/4"G . E. SINK FAUCETS SHALL RESTRICT FLOW TO 2.2 GPM. WATER CLOSET 12 5.0. 60.0 ------12 4.0 48.0 . 7 1-1/2"G 1-1/4"G URINAL 5 4.0 20.0 ------6 4.0 .20.0 F. HOT WATER HEATER, CONTROLS, AND SYSTEM SHALL MEET THE REQUIREMENTS OF CALll"ORNIA LAVATORY 11 1.0 11.0 11 0.8 8.8 11 1.0 . 11.D EFFICIENCY STANDARD P400-92-005, SECTION 113(a) & 113(b). ~ SINK 3 2.0 6.0 3 1.5 . 4.5 .3 2.0 6.0 MOP SINK 1 3.0 3.0 1 2.3 2.3 1 3.0 3.0 HOSE BIBB 1 2.5 2.5 ------------ HOSE BIBB (ADD.) 12 1.0 12.0 -- -- -------- 2"G DEVELOPED LENGTH ELEC. WATER COOLER 2 .5 1.0 ------2 .6 1.0 . PIPE MATERIALS EQUIPMENT MBH CFH (IN FEET FROM METER) ~ KITCHEN SINK 2 3.0 6.0 2 2.25 4.5 2 3.0 6.0 1"G 1-1/4"G PRE-RINSE UNIT 1 2.0 2.0 ------------CD RANGE 276.0 265 70' 1. WATER ABOVE GRADE: COPPER TYPE "L" HARO ' DRAWN PER :ASTM 888 WITH CAST SOLOER 1"G DISPOSER 1 2.0 2.0 ------1 2.0 2.0 JOINT FITTINGS PER ANSI 816.18 OR WROUGHT © WH-1 150.0 144 80' ,..___ 2-1/2"G ICE MACHINE COPPER SOLDER JOINT. FITTINGS PER ANSI -1-1/4"G 1 1.0 1.0 ------------816.22 AAND USING A NON-CORROSIVE FLUX. © WH-2 150.0 144 100' COFFEE MAKER CD 1 1.0 1.0 ------------2. SOIL/WASTE, ANO VENT: HUBLESS CAST IRON © PER CISPI 301 AND IAPMO IS 6 WITH AC-3 102.6 99 115' STAINLESS STEEL CLAMPS PER CISPI 310. 1'G TOTAL FU 127.5 20.1 97 © 130' CPM 75 13 3. NATURAL GAS ABOVE GRADE: BLACK STEEL, AC-2 287.0 276 2 SCHEDULE 40 PER ASTM A53 OR ASTM A!20 3 WITH MALLEABLE IRON SCREW JOINT FITTINGS © AC-1 102.5 99 140' @ CONFORMING TO ANSI 816.3 OR BLACK STEEL FOR GAS METER, REGULATOR, WELDING FITTINGS CONF'ORMING TO ANSI 8 16.9. 0 AC-4 147.6 142 215' AND EARTiiQUAKE VALVE, SEE TOTAL GPM 75 13 4. NATURAL GAS BELOW GRADE: POL YETH'tLENE ~ PER ASTM D2513 AND ASTM D 3261. 5. CONDENSATE CRAIN: COPPER TYPE •M" HARD DRAWN PER ASTM 8 88. TOTAL 1,215.6 1,169 ' MPG BY SOG&E GAS ISOMETRIC ; @ NOTTOSOAI E P--1 l DRAWING NUMBER DWG 447-6 66 of 102 SAFCcJ PROOUCT5 • NEW HOPla:, MINNESOTA FIEOFIOER BY PART NUMBER 6553 . MECHANIC,11. ENGINEER - . . )f!K HVAC Engin~ering, Inc. 5402 'RUFFIN ROAD. SUITE 210 SAN DIEGO. CA 92123 PHONE: !858) 569-6591 FAX: ( 58) 569-7051 . ' ARCHITECT N T D ,. R C ~] I 1 E I: 1 s 4719 v'rewr!dge /Me,, Su~ 200 Sun Diogo, Cl 92123 Glendorn • Sun Diego • .lubum SEAL ~~ESS/s 11[!, • i ~ NO.MC2569), -crl ~Exe,12131 4 r,~,~ ~Orc,ll~ PROJECT ' CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE . . COMMUNITY CENTER BUILDING PLUMBING LEGEND + SCHEDULES NO . QATE Rf;Vl~IO~ COMMErm DRAWN BY PROJECT NO, I' css 2000-0247 CHECKED BY DATE r RC © ,12-09-03 /' DRAWING NO; P-1 6. 5~ I' SHEET OF lO~ --- DRAWING NUMBER SAFCO PRODUCTS Ii NEW HOPE, MINNESOTA REOAtl:R BY PART NUMBER 8553 -nsrr!Oll mGE ~ ~UIT OIi 'll!IS LIN~- A A.1 - - -__,_I -___, - __ _J __ DRAWING NUMBER SAFCO PRODUCTS • NEW HOF"E, MINNESOTA REORDER BY PART NUMBER 6553 _,..,...._, ___._POSrTIIIMEDGl:~PRINT,-THl$UNE----____,_, -=t ----------- DRAWING NUMBER SAFCO PRC□UCT5 • NEW HOPE, MINNESOTA FEDROER BY PART Nl.lMEER 6553 --PIISrTIOll£DIIE'lfl'llll!TOIITHISUIIE-- C D ___ _.,....,....,.._1--- DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIEOROER BY PART NUMBER 6553 --tD31TIONmaEOFPRlNTOll1'111SLINE-- ------ 1: ~~-~~ ~~±~ : 1)---.. I II I I I ,--------------------------------------------------------@ I I 1 I I I I I I I I I I I I I I I I I , I I I I ~ -i---!~-+++I---- @ : ®r f-1 -'-!!"--l ~ I I I VESTIBULE #1 I MUL Tl-PURPOSE ROOM I A100 I ~ I I I . Cl;ITGj I ------_L I ..l ..l JI! MEN'S RESTROOM I A102 I " WOMEN'S RESTROOM I A10J I ~§.:..I I I' I n I I CORRIDOR A106 ~--~4•50 AND i~o@) I II 1 H'. 11 I I I I I I I I I I I I I I I II I I I I ~~) I I I I - ---0 ---0 1..LLL -_J 3"SD AND oso@ @ 3"5D AND OSD STORAGE I A101 I STORAGE I A124 I STORAGE I A104 I ,.,,,..i-,.. .......... -..,. .. ____ ...., H I II _ SULE #2 Al 31 II CLOSET II ~---- - - - - - - ------- - - - - - --r.===n,::-=-=;=-=:-:;r;:::=::ri.:-==,::::=-:;r;:::=~i==:iri=~TT,,--. ~ . . 7CJC ~ -COTG I 11 f I CORRIDOR I A129 I ,-,-i -1 -------=-=_ =_ =::. _-_-_-_ -_-_-_-_-_----=-=--_--=_--_-::_:-:-=-=--=-=--- -::.. --::-=-=-=-=::.. -=·..:l::::::;i_::._::.._ -=-~==::::1.-i ~ I - J--, LI RECEPTION LOBBY I A119 j II IL ~-r'--I I 11 1:11 I OFFICE I A120 j ,..;,+---I+.+,!+.. I A121 I II r"'~~l! I =t==~ I I MEN'S RESTROOM STORAGE I A126 I I I SUPER\1SOR I A122 I 3"50 AND OSD @ ---------------- ------------ I A11J I . ----:--ic----~~~-------•-,------- ,r~l-'...,11 I 3"SD AND OSD @) I I I - -- I OR • 5 - SD -.µ.-,H------ @4"5D A D O D 1, ,- ACTIVITY ROOM I IA118I I I I II II I II I '--a!,!I I I I I I I I .----J I I I ® I I_F==l~gf==~ SENIOR FAMILY ROOM j A127 I I I I I I I I I I I I I @)3"5D AND OSDffi·it-:~-_,.,..j,I: I ffiB I 2 L--r--------------------------- I I I I I I I I I I J_ __ PLUMBINQ R.OOR PLAN -COMMUNITY CEtflER SCALE: 1/8' • f-0' I I I I I I I I I I ~~---------t---------t----- >---++-----< I I I I I I I I I I I I C.5 COTG ® I I I I I ' l ® I I I 11 - I ELECTRICA½ ~1~11611 I -_j STORAGE j A1I7 I ® ® -.,, GM I / II 1 / I I II I G '--- I I J"so AND osD@ FIRE SPRINKLER RISER A128 6"FIRE r ---0 -----0 ---0 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA Fll:OOOER BY PART NUMBER 6553 --f0311111ff 91G£0fl'lll1fTGNTIIIS I.Ill[~ ____, Di~Nx~iMBER 57 of 102 ISAFCO PAOOUCTS • NEW HOPE, MINNESOTA FEORtlER BY PART NUMS!:=R 8553 -- , KEYNOTES G) ® FOR KITCHEN ENLARGED PLAN, SEE ------+----t----l 0 FOR -RESTROOM ENLARGED 3 4 PLANS, SEE P-4 P-4 © FOR RESTROOM ENLARGED 3 .4 PLANS, SEE P-5 P-5 @ FOR .CONTINUATION OF SEWER, WATER, GAS, STORM DRAIN AND FIRE SPRINKLER PIPING, SEE ClvlL DRA\\1NGS. ® FOR GAS JETER ASSEMBLY, SEE ~ ~ ·@ 0 FOR CLEAN-OUT TO GRADE, SEE P-8 ® FOR PIPE SIZE TO INDMDUAL FIXTURES, REFER TO FIXTURE SCHEDULE ON SHEET P-1. © FOR FIRE SPRINKLER ASSEMBLY, SEE ~ ~ @) FOR STORM DRAIN DETAIL, SEE ~ ~ MECHANICAL ENGINEER E HVAC Engineering, Inc. ARCHITECT SEAL 5402 RUFFIN ROAD, SUITE 210 SAN DIEGO, CA 92123 PHONE: {858) 569-6591 FAX: (858) 569-7051 NTD 4719 Ytewridge /we,, Su;\o 200 Son Diogo, Cl 12123 Glendora • Son Diogo • .II/burn PROJECT • CITY OF CARLSBAD, CONTRACT NO. 36991 A VIARA COMMUNITY PARK DRAWING TITLE . COMMUNITY CENTER BUILDING PLUMBING FLOOR PLAN NO, DATE . REVISION COMMENTS DRAWN BY PROJECT NO, KM 2000-0247 CHECKED BY DATE RC @ 12-09·03 DRAWING NO. P-2 SHEET s. OF'l0¢- -1---1 DRAWING NUMBER SAFOO PRODUCTS • NEIN HOPE, MINNESOTA FIEOA□ER FJY PAITT NUMSER 8553 --Pl'l.'lrtlllNE.llll;OfPAlNTDNl'IIISUIE-- A A.1 B DRAWING NUMBER S.AFCO PRODUCTS • NEW HOPE, MINNESOTA FIEORDER BY PART NUMBER 8553 --POSmONBlSl [If PIIIHTIINTHIS LINE--- DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIEOFIDER BY PART NUMBER 8553 -1_ -----POSITlllNBl&lOFNIIHTIIITIISLJNE---1 C D E DRAWING NUMBER SAFCO PRODUCTS • NEW HCPE, MINNESOTA A~O€R BY PART NUMEJEA 6553 -· ----POSITTIINEDG,EOFPllNTIINTHISLINI!-- F --------------------------------------------+-+--r-----------7--+-- -----1-1-----+- ---- I I I I I I I ---t----/ I AC--3 -... @' • • © 'HS\ I '2./ I l I I I ~---i_J ..___ ___ _."\ I L3/4"CO \ -0 .Q 'RD' 1 - __ J_ _____________ -~1-+•---~I cb B.5 PLUMBING ROOF PLAN -COMMUNITY CENTER SCALE: 1/8' • f-0' . --\ t - I/ ·,- I I I I I I I I I I I I \\- -0 ® 0 - I ..._ - © I \ 3/4"CD'\ _ ® '""r-----,A,..,.C---!1 © © .£ 1 f~ AC-2 © ©- I I I I--+-- I I I I I I I I I I I I ....l-_I::::©~_.....!::;==~----0 I . , \..C...J I I / AC-4 --- - © @,'-----....... -------..,_ LJ/4"CD ~ . \ _,,--__,.,-I ----------'------ I I I / I / I - ! -1 RD 0 0.., - I r-~ =!==::=:'.J --- I I I I ~------r _____ _J L - - - - -_J--+---_,... __ -. I I l~----+--~1----------------~• ----~--- C.5 E.8 F .. . , ", ' '-.I DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA AEORCJ:,A SY PART NUMEIER 8553 -f -----prw-r1aNm!ll'lll'PAlll'Tl)N~l~t11r------1 ' D~~W~ifJMBER 68 of 102 BJI..FOJ PRODUCTS • NflN HOPE, MINNESOTA FIEO.!DEFI BY PART NUMSER 8553 ~!'n!'"1!!!! '!!)!"!; ~ !'!!!!!"!'!11114!~ !J!r!;---- KEYNOTES CD GAS PIPING DOWN TO CEILING SPACE BELOW. @ FOR GAS PIPE SIZES, SEE ISOMETRIC @ @ FOR CONDENSATE DRAIN DETAIL, SEE@ © FOR PIPE SUPPORT DETAIL, SEE ~ ~ MECHANICAL ENGINEER EHVAC Engineering, Inc. ARCHITECT PROJECT 5402 RUFFlN ROAD, SUITE 210 SAN DIEGO, CA 92123 PHONE: (858) 569-6591 FAX: (858) 569-7051 NTD 4719 1/iewridge INe., Suite 200 Son ~,. Cl 92123 Glendora • Sen Diego • lobum CITY OF CARLSBAD, CONTRACT NO. 3~991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING PLUMBING ROOF PLAN NO , DATE REVISION COMMENTS DRAWN SY PROJECT NO. 6 l<M 2000-0247 CHECKED BY DATE 6 RC :cl 12-09-03 I' DRAWING NO. I' P-3 /" f\ SHEET s~ lO~ f\ OF DRAWlNG NUMBER SAFCO PRODUCTS • ~~ HOPE. MINNESOTA REORDER BY PA.AT NllMBER 6553 DRAWlNG NUMBER DRAWlNG NUMBER 8AFCO PRODUCTS • NEW HOPE, MINNESOTA SAFCO PAOOUCTS • NEW HOPE, MINNESOTA REOROEFI BY PART NUMBER 8553 AEORDER BY PART NUMEJ(R 6553 -----PllSITl)!f!llGtOF~IHTQHTHISLIIIE------=j -----Pll-11T!!JNFlli:FllfPl!l!ITQll'llH!ll(II~---..----1 ---..---PllSrnmfBl&l:OfflllHTIIITHISUN!E-- 2 2.3 2.4 2.5 ENLARQED WASlE and VENT SCALE, 1/4' • f-0' C -l--r-----. I I --- 0 L/ I I 10 .. EB €] I EB €] • ' I ~ C I ~ MEN'S C I I I I I I RESTROOM I A113 I I I (~c) ffi ffi ffi I I I I I I I --~ l _ !._ _ .l _ l RESTROOM I A102 I EB E9 EB I VESTIBULE #1 I A130 I EB E9 EB D /we " \_Ll.:: -w .. ffi<-~ ffi<1 ... 0 .. ~ "r WOMEN'S RESTROOM I A103 j STORAGE I A104 I E we\ l]7 -, w © I 1 _,Jr, ,i' •• ,;-, we\ \.l__J 6')~~ i ] ~ WOMEN'S RESTROOM [ A114 I D - I ~ /ii EB B EBB ,.,, ' ' - I I I I I I I I I I I I I 1 I ,..(i)~ -.. ' ' ENLARGED WASTE and VENT SCALE: 1/4' • f-0" / 4.2 ---" ---1\1 I/ ' ,I L/ I -- I L_V __ JANITOR I A115 I co mi' \_L' (W:) ~ (~s) n I 9 ' \..@ --0 - \ 11 I DRAWlNG NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA A~DER BY PART NUMBER 8553 DRAWlNG NUMBER SAFCO PRODUCTS • NM HOPE, MINNESOTA REORDER BY PART NL.IMEJE:R 855:l -==---=-· --l'OSITIIINEDG£0FPIIHTIIIITIIISUII[-,-------1-----Pll3trldNi:DllcOfPIINTIIIITHISLINE_._ - 2 2.3 2.4 ENLARGED HOT/COLD WA"iER 0 I SCALE, 1/.f • f-0" C __ ]:_ - I I --- l/ I ...../ --....... " I ~ n /we' C I I I I I I I I I I I I MEN'S RESTROOM [ A102 I EB EB EB EB ffi EB D E rwc\ \._!_/l ~ .,.,. J\...!..f ' ~ -- VESTIBULE #1 [ A130 I WOMEN'S RESTROOM [ A103 I ~~c) - TP 0 STORAGE I AI04 I I 5 w -!~W 1 ] Sa I © ' :;\ D I I I I I I "--- I > ----II --- ' • __/' ' " I 0 I 1\1 I, I I L_V __ JANITOR I A115 I ( ~o/wc·) ,'HS\ ~ ~ EB ffi r EB'-I MEN'S ~ •'{ I ~ ~ ® -v_, lrf · RESTROOM j /S, WOMEN'S EB I A113 I ~ ffi -RESTROOM I . ·• I u ,c ('. I WC~) [ Al 14 I EB •• =i 1 --'2, I ( 0 "'i . I __J I 0 .~ -·--···--------· --··r --· -·--··-···· ----. .,-_ .._. __ "CC". _, -,-,,c ,:\J ' MS-YI tFD\ IO , TP½ I I I I I ~ \._!_J l]7'V I I I I I I . I ENLARGED HOT/COLD WATER SCALE: 1/,f•f-O" ,/ 4.2 rwif~ \..1..., I :G -- DRAWlNG NUMBER DWG 447-6 59 of 102 SAFCO PRODUCTS • NEW HOPE. MINNESOTA REORDER BY PART NUMBER 8553 --PllSITlllNFJIGI' Of"lllTIJffTJIIJ;lllllE- KEYNOTES 0 FOR PIPE SIZE TO INDl"1DUAL FIXTURES, REFER TO FIXTURE SCHEDULE ON SHEET P-1. © FOR PIPE SIZES, REFER TO ~1 1 PLUMBING ISOMETRICS--1-~--4---!. P-6 P-7 @ FOR WATER HEATER, SEE ~ ~ © NOT USED. © FOR TRAP PRIMER DETAIL, SEE ~ ~ © P & T RELIEF PIPING. MECHANICAL ENGINEER ~ HVAC Engineering, Inc. ARCHITECT 54C2 RUFFIN ROAD, SUITE 210 SAN DIEGO, CA 92123 PHONE: (858) 569-6591 FAX: (858) 569-7051 NTD A 11. C !II I 'i' E C T S 4719 Viewrfdge k/e., suite 200 San Diego. CA 92123 G!endoro • Son Diego • Auburn PROJECT - - CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE . . . COMMUNITY. CENTER BUILDING PLUMBING r:NLARGED PLANS REVISION COMMENTS DRAWN 8Y PROJECT NO. KM 2000-0247 CHECKED 8Y DA"TE RC @ 12-09-03 DRAWING NO. SHEET S4 OF \ () ~ DRAWING NUMBER BAFCO PRODUCTS • NEW HOPE, MINNESOTA Fl:OROEJ:I BY PART NUMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FEOR061 BY PART NUM6€R 6553 ---r.::-~::::~~~:,::~,:i~'"~-------! -----\ • / E F 1 0 - r---• I- I I V I i ~v\/ I L..- I I ~ I'\ 0 I II ! ~ _L_.;__ I■'-__ ,__L __ I:: -~---,_ -1- I U "' ----11 I I ~ --- .J I I I I I ' . I I r, --=_~l® ~ I I I I cc . FD I ' ----II --- O• Is U_, I I _\..!../ ~(I . ] ~----\ 1vfV1'-U'~ , LJ IV 1111~ I ..__ '\ ~-I ~ 00 -,-' - I \ I \I/ \I ~ I/ \ ! ;1 2 • , • I ,__ ___________ _,:___..l--,iz, /WH\ I ' I VJ I I I I ENLARGED WASTE and VENT -=== -·-· SCALE: 1/4' • f-0' IIU J ENLAROED WASTE and VENT SCALE• 1/4' • f-0' I I 1-____ J ® .. ~ ..... f I '----·-J I I I I I 0 0 ----~ I I ' ffi DRAWING NUMBER DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA SAFC:O PRDDL/CT5 • NEW HOPE, MlNl'-ESOTA FIEIJRDER BY PART NUMBER 6553 FIEORCl:R BY PART NUMBl:R 6553 -----PO.~mnNmr.rnFNIIITIIIITlll!:lfflF------ --1 - -----,OSITION!;llG[ll'l'IUN'TONfflllll.llE------1 ----- / E F '- r© 11 ® I . i .G / ~-- ' I r---' V - I I l'v v\/ I I lw ~ \ I I I I'\ ~ I I I C I ll I '-~ ' -, I II ---~ ,,~ ~ --- 8 II I II Im I I ' Rl= I I ,, I ~ I I CD-,_ l,, I, / ® I I " - . ,. -,' ~-® ----13 ,CD -FD ----1 (H1S) 01·1 I ---· --- I ,fviH\a . ...... ' Lt 2 ~ -I --- I "I" ' ] !--I ~ .... ~~@U V I\ / IV I IV I ~ ' • I 11 \ /\ I/\ ' ~ ' , I/ 3.9 ~ ,., ' FD\ I \ s\ 11 10 TP I 17 I w1 ~ 1 l~~ 14 I I ENLARGED HOT/COLD WATER SCALE: 1/~ • f-0' ~[3] CD I ---~--~ ENLARGED HOT/COLD WA1ER SCALE: 1/4' • 1'-0' DRAWING NUMBER SAFaJ PRODUCTS • Nl:IN HOPE, MINNESOTA FIEOA!l:R eY PAFIT NUMeEFl 6553 --PDSIT1DNE08l'IPIIIIITONTHISUIIE--- 3.9 ---l--' DRAWING NUMBER DWG 447·6 60 of 102 8AFCO PRODUCTS • NEW HCF'E, MINl'ESOTA FIECFIDER BY PART NUMBER 6553 -POStTIIIN EDGE Of l'lll!ll'ONTIIIS Ulll!- KEYNOTES CD FOR PIPE SIZE TO INDIVIDUAL FIXTURES, REFER TO FIXTURE SCHEDULE ON SHEET P-1. ® FOR PIPE SIZES, REFER ~1 TO PLUMBING ISOMETRICS -l----'--1------1 P~6 P-7 0 FOR WATER HEATER DETAIL, SEE~ ~ © FOR CONTINUATION OF SEWER PIPING, SEE CIVIL DRAWINGS. © FOR CLEANOUT TO GRADE, SEE u">. ~ © 1/2" CW DOWN TO COFFEE MAKER. SEE SHEET FS-1 FOR CONTINUATION. 0 1/2" HW (140'F) DOWN TO DISHWASHER. SEE SHEET FS-1 FOR CONTINUATION. @ 1/2" CW DOWN TO DISPOSER. SEE SHEET FS-1 FOR CONTINUATION. 1/2" CW AND HW (140"F) DOWN TO PRE-RINSE UNIT. SEE SHEET FS-1 FOR CONTINUATION . @) 1 /2" CW AND HW ('140'F) DOWN TO FAUCET. SEE SHEET FS-1 FOR CONTINUATION. . @ 1 /2" CW DQWN TO INLINE FILTER FOR ICE MAKER. SEE SHEET FS-1 FOR CONTINUATION. . @ @ FOR INDIRECT DRAIN, SEE P-8 @ 1/2"cw & Hw (12o·F) DOWN To HS-1 & S-2. @ FOR CONTINUATiON OF GAS PIPING, SEE SHEET P-3. @) GAS PIPING DOWN T() RANGE. SEE SHEET FS-1 FOR CONTINUATION. . @ @ FOR GAS PIPING SIZES, SEE . ISOMETRIC P-:-1 '17' FOR TRAP PRIMER DETAIL, SEE ~ I!..!.) ~ ldECHANICAI. ENGINEER ~ HVAC Engineering, Inc. S402 RUFFIN ROAD, SUITE 210 SAN DIEGO, CA ;2123 PHONE: (858) e69-6591 FAX: (858) 569-7051 ARCHITECT SEAL NTD 4719 Yiewridgo Ave., Sutt, 200 San D,go, CA 92123 Glendora • S.n Diego • ,\,bum PROJECT . · CITY, OF CARLSBAD, CONTRACT NO. 36991 .AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING PLUMBING ENLARGED PLANS NO. DATE REVISION COMMENTS DRAWN BY PROJECT NO. KM 2000"0247 CHECKED BY DATE RC . @ 12-09-03 DRAWING NO. P-5 sHro{L)DoFlO~ ii I-..J..J ----1 • DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, fvllNNESOTA FE0R0ER BY FIART NUMBEn 8553 --pn.~IT!l!N'!W'MPfllllTl)llytll'llflll'-- DRAWING NUMBER SAFCO PRODUCTS • NE'N HOPE, MINl'ESOTA FEORC€FI BY ,;ART NUMSER B553 _ ---! ------l'llSITIIINfflGEDFPRIIITlllll'HISUIIE-----• ----1 --- WASTE AND VENT ISOMETRIC -COMMUNITY CENTER NOTTO SCALE DRAWING NUMBER SAFCO PAODUCTS • NE1N HOPE, MINNESOTA FED~ BY PART NI..IMEER 8553 --l'llSITIIIN!DGEOFPllllITIINl111SUIE--- DRAWING NUMBER SAFCO PAOOUCfS • NEW HOPE, MINNESOTA REORtlcR ev PART NUMEER 8553 ----) -----PIIIJTIIIIIF!ll'.F-IIFIIRlll'T,OIITIIL~llll'-----< - DRAWING NUMBER SAFCO PRODUCTS • NE\N HOPE, MINNESOTA FEDROER BY PART NUMSER 8553 -----=1 -----llllllmnll•n=lll'"'!!IITIJ!l"f!lltl!!I•--_ ---, -__ DRAWING NUMBER DWG 447-6 61 of 102 SAFCO PROIJUCTS • NE'W HOPE, MINNlcSOTA AEOFltlER BY PART NUMElER 6553 - ----------------... KEYNOTES '1' FOR PIPE SIZES TO INDIVIDUAL FIXTURES, 'sV SEE FIXTURE SCHEDULE ON SHEET P-1. © FIXTURE UNITS ARE SHOWN IN PARENTHESIS ( ). 0 FOR VENT THRU ROOF, SEE ~ ~ . MECHANICAL ENGINEER ~ HVAC Engineering, Inc. 5402 RUFFIN ROAD, SUITE 210 SAN DIEGO, CA 92123 PHONE: (858) 569-6591 FAX: (858) 569-7051 ARCHITECT SEAL NTD ARCl!ITEtTS 4719 Vlewr!dge /we, Suite 200 Son Diego, CA 92123 Clendon::i • Sen Diego • Auburn PROJECT . • CITY OF CARLSB~D, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITI..E . , COMMUNITY CENTER BUILDING F'LUMBINO ISOMETRIC NO. DATE REVISION COMMENTS DRAWN BY PROJECT NO. KM. ~000-0247 CHECKED BY DATE RC @ 12-09-03 DRAWING NO, SHEET \ OF 10~ -ri . I DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DWG 447-6 62 of 102 SAFCO PAOCJUCTS • NEW HOPE, MINNESOTA SAFCO PRODUCTS • NEW HOPE, MINr>ESOTA SAFCO PRODUCTS • NEW HCJlE, MINNESOTA SAFC□ PRODUCTS • NEW HOPE, MINNESOTA SAFCCI PRODUCTS • tEN HOPE, MINNESOTA SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIEOROER BY PART NUMBER 6553 FIEOROER BY PAITT NUMSER 6553 FIECJAOER SY PART NUMBER 6553 REG1DER BY PART NUMEER 8553 FIEORbER BY PART NUMBER 8553 FlEOFIOER BY PART NUMEER 6553 ------1 --• ------ro:lrrl(lll':'!l~1':'f,1)1'1'1J{"Jlt':tllll:-~----..---~ --1 ---------~\11~~~'}l'!'!!~~1'!!1!'!J!!F-------: -----~~!!ll;J'IF"'IIITqllTlll.~11111'~ -_, ---=~ ----= ----!'Mffll!ll"!ll'l'l)IFl'l!llfl'!l!ITJ,!l!=LIII~------1 -=-------l'll!UT1(1MW!!!'!!S?!IJ!l'!'9!!'!'1!1SU!!t------i -----~!!!e!!~*~'l!ll!!?l'~1..-'!!~---. -------.,..........., -__..._ r~ •', -; • • . . . i HOT AND COLD WATER ISOMETRIC -COMMUNITY CENTER NOTTO SCALE -....... -.... '" . . --I ! I I ' KEYNOTES G) FOR PIPE SIZES TO INDIVIDUAL FIXTURES, SEE FIXTURE SCHEDULE ON SHEET P-1. © FIXTURE UNITS ARE SHOWN IN PARENTHESIS ( ). @ FOR \/ENT THRU ROOF, SEE ~ ~ MECHANICAL ENGINEER E HVAC Engineering, Inc. ARCHrIECT SEAL 5402 -RUFFIN ROAD, SUITE 210 SAN DIEGO, CA g2123 PHONE: (858) 569-6591 FAX: (858) 589-7051 NTD 4719 Viewrfdge A'le., Su~e 200 San Diego, CA 12123 Glendora • S.n Diego • Auburn PROJECT _ . CITY OF .CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING PLUMBING ISOMETRIC NO. DATE REVISION COMMENTS DRAWN BY PROJECT NO. hrt----1-----i ss 2000-0247 F.=1---1-----1 CHECKED BY DATE C .12-09~03 DRAWING NO. SHEET OF \f) DRAWING NUMBER SAFOO PRODUCTS • ~ HOPE, MlNl'ESOTA REORDER BY PAITT NUMSER 8553 DRAWING NUMBER SAFCO PRODUCTS • NEVV HOPE, MINNESOTA REORDER BY PAITT NUMEER 8553 --~tr~mm:l}l'~!M'T'J!ll"!ll~l!lfl'------1--- TO BLDG. SPRINKLER SYSTEM WATER MOTOR GONG SPRINKLER SYSTEM MAIN DRAIN VAL VE CHECK VALVE WATER PRESSURE GAUGE W/cOCK (TYPICAL) SPILL TO GRADE .,,,-RETARD CHAMBER / AU TOMA TIC DIRT LINE / FLOW SWITCH ALARM SHUT-OFF & CHECK VALVE RETARD CHAMBER ALARM TEST VALVE OUTSIDE SCREW & YOKE SHUT-OFF VALVE BLDG. FIRE SERVICE MAIN SPILL ON TO GRADE FIRE SPRINKLER ALARM RISER ASSEMBLY DIAGRAM NO SCALE EXTERIOR WALL WATERPROOF SEALANT-- OVERFLOW STORM ORAi TO EXIT ABOVE GRADE STORM DRAIN UNDERGROUND TO STORM DRAIN PIPING SYSTEM, SEE CIVIL DWGS. FINISHED GRADE ROOF DRAIN DETAIL NO SCALE CONDENSATE VENT7 ......., __ _ PER FOOT PITCH 1/47" <)= CONDENSATE_/ DRAIN LINE TO ROOF DRAIN CONDENSATE TRAP DETAIL NO SCALE 1· - 3 PIPE DIAMETERS FINISHED FLOOR UNION AT CONDENSATE OUTLET AC UNIT DRAWING NUMBER DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA AEO,,tHI BY PART NUM8ER 6553 -PIISITllllll l!ll&f ll' l'IIINT 1111 TIIIS UIIE-- SAFOO PRODUCTS • ~N HOPE, MINNESOTA AE0AOER BY PIIITT NUMBEl'I 6553 ----I --PllllrllONEDll:Gfl'IIINTDIITHISLIIIE-- SHEET METAL FLASHING MOP IN :WITH ROOFING MATERIAL SLEEVE ROOF CONSTRUCTION VENT STACK ' TURN METAL FLASHING DOWN INTO STACK ROOFING ROOF CONSTRUCTION NOTE: . EXTEND VENT PIPING A MINIMUM OF 6" ABOVE ROOFING. VENT THRU ROOF DETAIL NO SCALE ELBOW SW.NG JOINT (TIP) DIELECTRIC UNION PRESSURE REGULATOR TAPE (FASTENER) 12" MIN EARTHQUAKE SHUT OFF VALVE PLUG TEST TEE ~ SHUT-OFF VALVE (TYP) CONCRETE METER PAD TO BUILDING ~ 30" MIN . \.._ PREMANUrAClURED PE TO STEEL TRANSITION RISER '111TH EPOXY COATED STEEL YELLOW WARNING TAPE S' TO 12' 9ELOW GRADE TRACER 'MRE, IN SULA TED NO. 10 COPPER POLYETHYLENE GAS SERVICE PIPE GAS PRESSURE REGULA TOR/METER DETAIL NO SCALE ROOF cw UL APPROVED VENT CAP r 1' 3" STORM COLLAR ROOF FLASHING TYPE •s• FLUE HW PRESSURE & TEMP. RELIEF VALVE f I DIELECTRIC UNION EXPANSION TANK--~ 2'X 1/8" HOLD DOWN STRAP AT UPPER /-. (TYP) .:;...IL.i.:z:,lr RELIEF LINE FULL SIZE TO OUTSIDE OF BUILDING 1/3 AND LOWER 1/3 OF WATER HEATER (2 REQ'D). SECURE TO ADJACENT WALL Cl WITH 5/8"¢ SIMPSON WEDGE-ALL ANCHOR I PER ICB0/1 3631. MINIMUM 4" IMBEDMENT. I, GAS COCK __/ 1-,--....! WATER HEATER DETAIL NO SCALE PIPE CLAMP----~ PIPE----, ROOF STRUCTURE--~ ADD 4x6 BLOCKING --~ WITH "HUC" HANGER EACH END WHERE REQUIRED. I GAS WATER HEATER FINISHED FLOOR ,,...---PIPE SADDLE WATERPROOF SEALANT 3" FIBER CANT STRIP, All AROUND ROOF MOUNTED PIPING SUPPORT NO SCALE - 6 P-8 8 . P-8 DRAWING NUMBER -------~--- SAFOO PRODUCTS • NE\N HOPE, MINNESOTA REORDER BY PAITT NUMBER 6553 -,nsm~mRIIF~~~THIS~E---- UL APPROVED VENT CAP SPRING TYPE PUMP HANGER r ROOF 7 cw CIRCULATING PUMP WITH AUTOMATIC/MANUAL TIME SWITCH. TIME SWITCH TO BE INTERLOCKED WITH HVAC TIME SWITCH. 2"X 1/8" HOLD DOWN STRAP AT UPPER 1/3 AND LOWER 1/3 OF WATER HEATER Cl (2 REQ'D). SECURE TO ADJACENT WALL . WITH 5/8"tl SIMPSON WEDGE-ALL ANCHOR PER ICBO# 3631. MINIMUM 4" IMBEDMENT. GAS COCK 1'311 WATER HEATER DETAIL NO SCALE STORM COLLAR ROOF FLASHING TYPE "B' FLUE HW fRESSURE a< TEMP. RELIEF VALVE /r'f.~,=-DIELECTRIC UNION (TYP) r RELIEF LINE FULL SIZE TO OUTSIDE OF BUILDING GAS WATER HEATER FINISHED FLOOR r P & T CRAIN FROM WATER HEATER 1' MIN. AIR 7 D FUNNEL GAP •• ,d • ••• ' • ,fl# ' ' I o I • ,I 'o ' ' !.' • . ' '' ' ' ',P, ' ' '''' • • • ' • p, '• "'.' o O "" ' o O I I ! I I ,•,• ' , ,"'., I , . . . . ' . ,"'. . ' . <I • • • FLOOR DRAIN _/ /_ CONCRETE FLOOR INDIRECT WASTE DRAIN DETAIL NO SCALE CLEAN-OUT FERRULE WITH APPROVED PLUG SEWER PIPE U/G #3 PRE-CAST CONCRETE BOX WITH CAST IRON FRAME AND BOLTED COVER FINISHED GRADE 1/8 BENO MA TERI AL AS CALLED OUT IN SPEC. PLUG OR CONTINUED _/'==-I-Jl=-----l-1..JJ.-.tl. AS SHOWN ON PLAN UNPAVED AREAS SEWER PIPE U/G CLEAN-:OUT TO GRADE DETAIL NO SCALE TRAP PRIMER VAL VE. MIN OPERA TING PRESS. 1 PSI WITH INTEGRAL VACUUM BREAKER / 1;2·cw TAKE-OFF Ir-LINE SIZE ISOLATION VALVE '--v- MULTIPLE CONNECTION 1 /2'TP LINE TO tRAP PRIMER INLET CONN. C FLOOR DRAINS TRAP PRIMER DETAIL NO SCALE 2 P-8 3 P-8 DRAWING NUMBER DWG 447-6 63 of 102 iAFCO PRODUCTS • NEVV HOPE, MINNESOTA FEORDER BY PAITT NUMeER 8553 --PllSITIIINEDKIIFl'IIM'fOIITHISUNE-- MECHANICAL ENGINEER E( HVAC Engineering, Inc. AACHITECT SEAL PROJECT 5402 RUFFIN ROAD, SUITE 210 SAN DIEGO, CA 92123 PHONE: (858) 569-6591 F 1>:t.: (858) 569-1os1 NTD 4719 \liewJidge >iie., Suite 200 Son Diego, CA 12123 Glendon, • Son Diego • .i.i!um CITY OF CARLSBAD, CONTRACT NO. 36991 A VIARA COMMUNITY PARK DRAWING TITI.E . COMMUNITY CENTER BUILDING PLUMBING DETAILS REVISION COMMEITTS DRAWN BY PROJECT NO. css 2000-0247 CHECKED BY DATE C C 12-09-03 DRAWING NO. P-8 SHEET G, .:s OF lO ~ DRAWING NUMBER 8AFCO PRODUCTS • NEIN HOPE, MINNESOTA RECJ:IOER BY PART t,JLJMSER B553 ----!'!!gf'l!!!!~!l!'!'!!!!!'"mlTill!l•.!'f!!--- SYMBOL LIST ,...,,,,-FIXTURE TYPE AND WATTAGE PER FIXTURE UST. ~ TYPICAL FOR ROOM INDICATED UNLESS OTHERl\1SE NOTED. □✓ INDICATES CONTROLLING Sl\1TCH LEG. l 'Z_ DENOTES BRANCH CIRCUIT NUMBER SUPPL 'f!NG FIXTURE. I• •I D 1-0-1 0 0 Jl ® ~ s s, $3 SP ST I[) ® (ill ® m CD 2 - D EB PENDANT MOUNTED, INDIRECT OR DIRECT, FLUORESCENT FIXTURE. FOR MOUNTING, SEE DETAILS 2/t8.1 AND 3/t8.1. RECESSED MOUNTED FLUORESCENT LIGHTING FIXTURE. SURFACE OR PENDANT MOUNTED FLUORESCENT STRIP LIGHTING FIXTURE, AS NOTED ON FIXTURE SCHEDULE. ROUND RECESSED MOUNTED, FLUORESCENT DR HID LIGHTING FIXTURE. WALL MOUNTED FLUORESCENT OR HID LIGHTING FIXTURE PEDESTRIAN ST'II.E POLE-TOP FIXTURE. CEILING MOUNTED EXIT SIGN. PROVIDE DIRECTIONAL ARROW(S) AS INDICATED. WALL MOUNTED EXIT SIGN. PROVIDE DIRECTIONAL ARROW(S) AS INDICATED. MOUNT AT +96" OR AS INDICATED. 120 VOLT TOGGLE Sl'ATCH @ +48" AFF U.O.N. LOW VOLTAGE SINGLE POLE, ON/OFF MAINTAINED smE Sl'ATCH, MOUNTED AT +48", U.0.N. SUBSCRIPT INDICATES CONTROWNG Sl\1TCH LEG. THREE WAY LOW VOLTAGE MAINTAINED Sl'ATCH, MOUNTED AT +48" U.O.N. TOGGLE Sl\1TCH V.,TH PILOT LIGHT, MOUNTED AT +48" U.O.N. MANUAL MOTOR STARTER Sl\1TCH l'ATH THERMAL OVERLOAD PROTECTION. DIMMER SWITCH, MOUNTED AT +48" u.o.N. CEILING MOUNTED OCCUPANCY SENSOR. SEE DETAIL 5jt8.1. WALL MOUNTED OCCUPANCY SENSOR. SEE DETAIL 4/t8.1. DUPLEX RECEPTACLE, MOUNTED AT +15" U.0.N. DUPLEX RECEPTACLE, GFl PROTECTION AT +15" U.O.N. DOUBLE DUPLEX RECEPTACLE, MOUNTED AT +15" U.O.N. TELEPHONE/DATA OUTLET, WALL MOUNTED AT +15" U.O.N WITH 3/4" C.O. STUBBED \NlO ACCESSABLE CEILING. TELEPHONE BACKBOARD (188) P0\11:R DISTRIBUTION SWITCHBOARD. (SWBD) FLUSH MOUNTED PANELBOARD. SURFACE MOUNTED PANELBOARD. SURFACE MOUNTED CABINET, AS NOTED. FLUSH MOUNTED CABINET, AS NOTED. FUSED DISCONNECT Sl\1TCH. SIZE AS NOTED. (FDS) CODE SIZE JUNCTION BOX. MOTOR CONNECTION. MECHANICAL EQUIPMENT REFERENCE. (TYPICAL) PULL BOX WITH SCREW COVER, SIZE AS NOTED. 3/4" X 10'-0" COPPER CLAD GROUND ROD, U.0.N. DOOR ALARM Sl'ATCH, AS NOTED WITH CLASS 2 WIRING BACK TO MAIN SECURITY CABINET. 8 SECURITY ACCESS CONTROL DEVICE V.,TH 3/4"C AND CABLE BACK TO MAIN SECURITY CABINET. CONDUIT CONCEALED IN WALL OR CEILING SPACE. - - - -CONDUIT CONCEALED UNDERFLOOR SLAB OR UNDERGROUND. ---CONDUIT INSTALLED EXPOSED. -T-TELEPHONE CONDUIT, SIZE AS NOTED. - - . . A-1,3 J., 3/4"-308+1#10 ~" .. .. Ill 1111 11111 111 111 1111111 #10 Ill 1111 1111 [I l1il ffil CONDUIT TURNED UP. CONDUIT TURNED DOWN. CONDUIT STUB-OUT TERMINATION. CONDUIT STUBBED UP AND CAPPED IN CEILING SPACE. FLEXIBLE METAL CONDUIT. INSTALL REQUIRED BRANCH CIRCUIT CONDUCTORS ANO EQUIPMENT GROUND CONDUCTOR. HOMERUN TO INDICATED PANELBOARD iA"). NUMBERS (1,3) INDICATE BRANCH CIRCUIT NUMBERS. INDICATES 3/4" CONDUIT WITH 3 NUMBER 8 CONDUCTORS + 1 NUMBER 10 EQUIPMENT GROUND. 3/4" CONDUIT 111TH 2#12 CONDUCTORS PLUS 1#12 EQUIPMENT GROUNDING CONDUCTOR. 3/4" CONDUIT l'ATH 3#12 CONDUCTORS PLUS 1#12 EQUIPMENT GROUNDING CONDUCTOR. 3/4" CONDUIT WITH 4#12 CONDUCTORS PLUS 1#12 EQUIPMENT GROUNDING CONDUCTOR. 3/4" CONDUIT WITH 5#12 CONDUCTORS PLUS 1 #12 EQUIPMENT GROUNDING CONDUCTOR. 3/4" CONDUIT WITH 6/112 CONDUCTORS PLUS 1#12 EQUIPMENT GROUNDING CONDUCTOR. 3/4" CONDUIT V.,TH 7/112 CONDUCTORS PLUS 1112 EQUIPMENT GROUNDING CONDUCTOR. 1" CONDUIT V.,TH 8#12 CONDUCTORS PLUS 1#12 EQUIPMENT GROUNDING CONDUCTOR. A NUMBER ADJACENT TO THE HASH MARK IN ANY CONDUIT RUN INDICATES THE CONDUCTOR SIZE TO BE USED IN LIEU OF #12 AWG. CONDUIT AND EQUIPMENT GROUNDING CONDUCTOR SHALL BE SIZED PER NEC, U.O.N. 1" CONDUIT V.,TH 8612 CONDUCTORS PLUS 1#12 EQUIPMENT GROUNDING CONDUCTOR. FIRE ALARM MANUAL PULL STATION, MOUNTED AT +48" U.O.N. FIRE ALARM HORN WITH "1SUAL INDICATION AT +so· U.O.N. FIRE ALARM VISUAL DEVICE AT +96" U.0.N. SMOKE DETECTOR. PHOTOELECTRIC TYPE. FLOW SWITCH CONNECTION. TAMPER Sl\1TCH CONNECTION. DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FEORiJEFI BY PAITT NL.H1,18ER 8553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA AEOADER BY PART NUMBER 8553 -_,in_qmnMFrw:ru:PlllITl!NTll!:lltll'-- Cl N>t.. \NV J_ = - CURRENT TRANSFORMER, RATIO AS INDICATED. K\LOWA TT HOUR OEM AND METER. DISCONNECT Sl\1TCH. LOW VOLTAGE CIRCUIT BREAKER. FUSE, SIZE AND TYPE AS NOTED. P0\11:R TRANSFORMER. GROUND CONNECTION. ~ SWITCH SIZE so~ NO. OF POLES 3olrL ~FUSE SIZE r-TRIP SETTING loofr k---FRAME SIZE 225"1-P'.,' JP \,.__ __ NO. OF POLES IID [D m rn A, AMP AA AC AF AFF AIC AL AT ATS AS AUTO BC Bil C CCTV CIR CL COMM c.o. CPT CRT CT cu CW DB DC DIAG DWG EA. EB EG ELEC ELEV. EMERG. ES EWC EWH EX FA F.A. FAAP FACP FIB. OP. GA GF GFCI ELECTRICAL NOlE REFERENCE. (TYPICAL) INDICATES DETAIL "1" ON SHEET E-6 (TYPICAL) FIRE ALARM ELECTRICALLY OPERATED BELL MOUNTED AT +96" AFG. COMBINATION FLUSH WALL MOUNTED, P0\11:REO TELEPHONE/DATA OUTLET MOUNTED AT +15 A.F.f. UON. SEE DETAIL 7 ;ta.a. COMBINATION, FLUSH FLOOR MOUNTED POWERED TELEPHONE/bATA OUTLET. LOCATE PER DIRECTION OF ARCHITECT. SEE DETAIL 6/t8.0. COMBINATION, FLUSH WALL MOUNTED, P0\11:RED TELEVISION OUTLET AT +15" A.F.F. UON. SEE DETAIL 8/ES.O. ABBREVIATIONS LIST AMPERE DRY TYPE, SELF COOLED TRANSFORMER ALTERNATING CURRENT AMPS FRAME, OR AMPS FUSE RATING ABOVE FINISHED FLOOR AMPERE INTERRUPTING CAPACITY ALUMINUM AMPS TRIP RA TING AUTOMATIC TRANSFER Sl\1TCH AMPS SWITCH RATING AUTOMATIC CARE COPPER BASIC IMPULSE LEVEL CONDUIT CLOSED CIRCUIT TELE"1S\ON CIRCUIT CURRENT LIMITING COMMUNICATIONS CONDUIT ONLY CONTROL P0\11:R TRANSFORMER CATHODE RAY TUBE CURRENT TRANSFORMER COPPER COLD WATER DIRECT BURIAL DIRECT CURRENT DIAGRAM DRAWING EACH ENCASED BURIAL EQUIPMENT GROUND ELECTRICAL ELEVATION EMERGENCY ENERGY SA"1NG ELECTRICAL WATER COOLER ELECTRICAL WATER HEATER EXISTING FIRE ALARM FORCED AIR COOLED TRANSFORMER FIRE ALARM ENUNCIATOR PANEL FIRE ALARM CONTROL PANEL FIBER OPTIC GAUGE GROUND FAULT GROUND-FAULT CIRCUIT INTERRUPTER GFI GND HH HID HP HPf HPS HZ JG INST I.R. JR KAIC KV KVA KW KWH LAN LPS LT LTG LTD M.H. N.C. NEC NEMA NIC N.O. NTS oc POC PR PT PU RECR SH S/N ST STD SW SYM T, TELE TEMP w TS TIP U/G UPS U.S. U.O.N. WP W/T XOUCER xMTR XP +48" GROUND-FAULT INTERRUPTER GROUND HANDHOLE HIGH INTENSITY DISCHARGE HORSEP0\11:R HIGH P0\11:R FACTOR HIGH PRESSURE SODIUM HERTZ ISOLATED GROUND INSTANTANEOUS INFRA RED INTERRUPTING RATING 1000 AMPS INTERRUPTING CAPACITY (kaic) KILOVOLT KILOVOLT AMPS (kva) KILOWATT (kw) KILOWATT-HOUR (kwh) LOCAL AREA NETWORK LOW PRESSURE SODIUM LONG TIME LIGHTING LONG TIME DELAY METAL HALIDE NORMALLY CLOSED NATIONAL ELECTRIC CODE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NOT IN CONTRACT NORMALLY OPEN NOT TO SCALE ON CENTER POINT OF CONNECTION PAIR POTENTIAL TRANSFORMER PICK UP RECEl'IER SHIELDED SOLID NEUTRAL SHORT TIME SHORT TIME DELAY SWITCH SYMMETRICAL TELEPHONE TEMPERATURE Tl'llSTED PAIR TEST Sl\1TCH TYPICAL UNDERGROUND UNINTERRUPTABLE P0\11:R SUPPLY ULTRA SONIC UNLESS OTHERWISE NOTED 111:A THERPROOF WATERTIGHT TRANSDUCER TRANSMITTER EXPLOSION PROOF MOUNTING HEIGHT ABO'IE FINISHED FLOOR (TYPICAL) DRAWING NUMBER BAFCO PRODUCTS • NEW HOPE, MINNESOTA FEOFIOER BY PART NUMBER 8553 GENERAL NOTES ----· I --- 1. ALL WORK SHALL BE IN COMPLIANCE WITH THE LAlEST EDITION OF NFPA-70 (NEC) AND WHERE APPLICABLE AS AMENDED BY LOCAL ORDINANCES AND CODES OF GOVERNING MUN\CIPALl11ES. 2. ALL ELECTRICAL DRAl\1NGS ARE TO BE READ IN CONJUNCTION 111TH THE PRO.ECT SPECIFICATIONS AND ALL OTHER RELATED CONTRACT DRAWINGS. 3. THE CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE AND EXTENT OF ALL EXISTING UTILITIES, OBSTRUCTIONS AND/OR OTHER COND\l10NS WHICH MAY EFFECT THE PROPOSED WORK UNDER THE PROJECT. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRE'IENT DAMAGE TO EXISTING WORK. ANY DAMAGE TO EXISTING UTILITIES OR STRUCTURES DURING CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED IN ACCORDANCE V.,TH THE OWNERS DIRECTION AT THE CONTRACTOR'S EXPENSE. 4. THE CONTRACTOR SHALL CAREFULLY EXAMINE ALL CONTRACT DRAl\1NGS/sPECIFICATIONS AND BE RESPONSIBLE FOR THE PROPER FITTING OF MATERIALS AND EQUIPMENT AT EACH LOCATION AS INDICATED "1THOUT SUBSTANTIAL ALTERATION. IN AS MUCH AS THE ORAl\1NGS ARE GENERALLY DIAGRAMMATIC AND BECAUSE OF THE SMALL SCALE OF THE DRAl\1NGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS AND ACCESSORIES WHICH MAY BE REQUIRED. FURNISHING FITTINGS REQUIRED TO MEET SUCH CONDITIONS SHALL BE AT NO COST TO THE OWNER. 5. SYSTEM AND EQUIPMENT GROUNDING SHALL BE AS REQUIRED BY THE N.E.C. 6. CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY ONLY AND SHALL BE INSTALLED IN A MANNER TO PRE'IENT CONFLICTS WITH EQUIPMENT AND STRUCTURAL COND\llONS. EXPOSED CONDUITS SHALL BE INSTALLED PARALLEL TO BEAMS AND WALLS. 7. CONDUITS SHALL BE TERMINATED SO AS TO PERMIT NEAT CONNECTIONS TO MOTORS AND OTHER EQUIPMENT. 8. THE WIRING DIAGRAMS, QUANTITY AND SIZE OF WIRES AND CONDUITS ARE BASED UPON SELECTED STANDARD COMPONENTS OF ELECTRICAL EQUIPMENT. MODIFICATIONS APPROVED BY THE ENGINEER MAY BE MADE BY THE CONTRACTOR AT HIS EXPENSE TO ACCOMMODATE EQUIPMENT ACTUALLY PURCHASED. THE BASIC SEQUENCE ANO METHOD OF CONTROL MUST BE MAINTAINED AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS. 9. ALL SURFACE MOUNTED PANELS AND PANELBOARDS SHALL BE MOUNTED TO MAINTAIN A 1/4" AIR SPACE BETWEEN THE ENCLOSURE ANO THE WALL 10. ALL PANELBOARDS SHALL BE MOUNTED SO THAT THE DISTANCE FROM THE TOP OF THE TOP CIRCUIT BREAKER OPERA TING HANDLE TO THE FLOOR SHALL NOT EXCEED 6'-6". 11. NAMEPLATES SHALL CONFORM STRICTLY TO INSTRUCTIONS AS SPECIFIED IN THE ELECTRICAL SPECIFICATIONS AND ON THE DRAWINGS. THE FOLLOWING SHALL HAYE NAMEPLATES: a. ALL MAIN BREAKERS. b. ALL PANELBOARDS. c. DISCONNECT SWITCHES. d. SWITCHBOARDS. e. CONTROL CABINETS. 12. ALL FEEDERS AND BRANCH CIRCUITS SHALL HAVE A 100% RATED IN SULA TED EQUIPMENT GROUND CONDUCTOR INCLUDED WITH THE . PHASE/NEUTRAL CONDUCTORS. . 13. ALL CIRCUIT PROTECTIVE DEVICES SHALL HA'IE THE REQU\RoD RATINGS AND INTERRUPTING CAPACITY EQUAL TO OR GREATER THAN THE AVAILABLE SHORT CIRCUIT CURRENT AT ITS SUPPLY TERMINAL MINIMUM INTERRUPTING CAPACITY SHALL BE 10,000 AMPS. 14. ELECTRICAL CONTRACTOR SHALL CONTACT THE RESPECTI'IE UTILITY COMPANY TRENCHING INSPECTOR BEFORE OPENING OR CLOSING ANY TRENCHING ASSOCIATED V.,TH BUILDING ELECTRICAL SER"1CES. ' 15. ALL ELECTRICAL PANELS, LIGHT FIXTURES, AND EQUIPMENT RECESSED IN FIRE RATED WALLS AND CEILINGS SHALL BE BOXED l'ATH EQUIVALENT HOUR RATED CONSTRUCTION. 16. OUTLET BOXES, UTILIZATION EQUIPMENT CABINETS, CONDUIT SYSTEMS. AND CONVENIENCE OUTLETS SHALL BE GROUNDED IN ALL ELECTRICAL SYSTEMS OPERATING AT 48 VOLTS AND A801/E. EACH GROUND WIRE SHALL SE TERMINATED AT THE EQUIPMENT GROUND BAR. GROUND WIRES SHALL BE SIZED PER N.E.C. 250-95. 17. ALL CONDUITS CONCEALED HORIZONTALLY IN THE FLOOR OR CEILING SLABS SHALL BE INSTALLED AT A MINIMUM OF 3" SELOW THE TOP OF THE FINISHED CONCRETE SLAB. 18. ALL OUTLETS INSTALLED IN A CONCRETE SLAB SHALL CLEAR OF EQUIPMENT INSERTS BY A MINIMUM OF 6". 19. RACEWAYS SHALL BE SUPPORTED AND BRACED PER OSHPD ANCHORAGE PRE-APPROVAL NO R-0003 THE 'SUPERSTRUT SEISMIC RESTRAINT SYSTEM" FOR PIPES OR CONDUITS ONLY OR NO. R-0071 THE "KIN-LINE SEISMIC RESTRAINT SYSTEM" fOR PIPES AND CONDUITS ONLY. 20. ALL CONDUIT ONLY (C.O) SHALL HAVE A 1/8" POLY PULL 111RE CONTAINED WITHIN. LEA'IE MINIMUM OF 2'-0" SLACK AT EACH END. 21. ALL CONDUITS SHALL BE A MINIMUM OF 3/4", UNLESS SPECIFICALLY STAlED OTHERWISE. 22. ALL EXPOSED CONDUIT RUNS SHALL BE INSTALLED TIGHT AGAINST BOTTOM OF BEAMS. WHERE HV DUCTS INTERFERE, THE CONDUITS SHALL BE ROUTED IN SUCH A MANNER THAT THE CONDUITS ARE NOT CONCEALED • 23. SUBSTITUTIONS: BIDDERS 111SH\NG TO OBTAIN APPROVAL or AN ARTICLE, DE"1CE, PRODUCT OR FIXTURE OTHER THAN THE ONES SPECIFIED BY NAME, MAKE OR CATALOG NUMBER SHALL REQUEST APPROVAL FOR SUBSTITUTION NO LESS THAN TEN (10) DAYS PRIOR TO BID DATE. ONLY ONE (1) SUBSTITUTION PER ITEM SHALL BE CONSIDERED. REQUESTS FOR SUBSTITUTIONS LESS THAN TEN (10) DAYS FROM THE BID DATE OR AFTER THE BID DATE SHALL BE CONSIDERED NON-RESPONSIVE AND INELIGIBLE FOR CONSIDERATION. APPROVED SUBSTITUTIONS WILL BE ISSUED BY ADDENDUM ONLY. 24. ALL BUILDING \'ARING SHALL BE COPPER, PER SPECIFICATIONS, REGARDLESS OF APPLICATION. NO ALUMINUM WIRING SHALL BE USED. 25. ALL LIGHTING FIXTURES THAT MAY BE IN CONTACT V.,TH EUILDING'S INSULATION SHALL BE U.L. LISTED FOR SUCH INSTALLATIONS. 26. ALL LIGHTING FIXTURES SHALL BE SUPPORTED FOR SEISMIC RESTRAINT PER REQUIREMENTS OF ASTM ESB0-78. 27. ELECTRIC ROOMS SHALL HAVE NO PIPING FOR GAS, WATER OR SEWER CONTAINED l'ATHIN ROOMS. 28. STUB UP ANO CAP (6) 3/4" C.O. FROM THE TOP OF EACH FLUSH MOUNTED PANELBOARD TO 6" ABOVE THE ACCESSIBLE CEILING FOR FUTURE USE. WHERE HV DUCTS BLOCK ACCESS TO THE CONDUITS STUB CONDUITS 6" BELOW THE HV DUCTS. 29. FIELD VERIFY EXISTING COND\llONS AND ADVISE ARCHITECT Of ANY DISCREPANCIES OR DEVIATIONS BETWEEN PLANS AND ACTUAL CONDITIONS PRIOR TO SUBMITTING BID. 30. MOUNTING HEIGHTS INDICATED FOR LIGHTING FIXTURES ARE MEASURED TO BOTTOM OF THE FIXTURE ABO'IE FINISHED FLOOR. 31. MOUNTING HEIGHTS INDICATED FOR SINGLE DEVICES ARE MEASURED TO THE CENTERLINE OF DEVICE ABO'IE FINISHED FLOOR. DRAWING NUMBER SAFCO PRODUCTS • NPN HOPE, MINI\ESOTA REORC-EFI BY PAITT NUMElEFI 8553 --~"'!~~'!l'!'!!l!!'!'OIITIH!':Ulf<--- 32. MOUNTING HEIGHTS INDICATED FOR DUPLEX OR FOURPLEX RECEPTACLES ARE MEASURED TO THE CENTERLINE OF THE L0\11:R OUTLET ABOVE FINISHED FLOOR. 33. THE, FIRE ALARM SYSTEM SHOWN ON THESE DRAWINGS ARE FOR BlDDING PURPOSES ONLY AND SHALL NOT BE USED FOR CONSTRUCTION. FIRE ALARM SHOP DRAl\1NGS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE APPROVING AUTHORITY FOR APPROVAL PRIOR TO INSTALLATION. THE DRAl\1NGS FOR SUBMITTAL SHALL INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: a. POINT TO POINT 111RING DIAGRAMS. b. FIRE ALARM RISER DETAILS. c. NUMBER OF CONDUCTORS PER CIRCUIT. d. SIZE (GAUGE) Of ELECTRICAL CONDUCTORS. e. SYSTEM BATTERY CALCULATIONS. f. WORST-CASE VOLTAGE DROP CALCULATIONS g. MANUFACTURERS CUT SHEETS FOR EACH COMPONENT. 34. ALL WIRING SHALL BE IN CONDUIT. NOTES THE ARE ALARM SYSTEM IS A DESIGN-BUILD EFFORT BY THE ELECTRICAL CONTRACTOR OR HIS APPOINTED SUB-CONTRACTOR. DRAWING NUMBER DWG 447-6 64 of 102 1!iAFCO PRODUCTS • NEW HOPE, MINNESOTA f!EDRDER BY PART NUMBER 8553 KEYNOTES .i; so 1 1 55.23 ll.i.1 T u R p I N & R A T T A N ENGINEERING, INC. ARCHITECT SEAL PROJECT CEJNSULTING ELECTRICAL ENGINEERS 4719 PALM AVENUE LA MESA, CA 91941•$221 61 9 / 466 / 6224 F"AX 466 / 6233 E-MAIL: ENGINEER@TREISD.COM NTD A R C H I T E C T 8 4719 Vi~ridge A'le., Suite 200 San Diego, CA 92123 Glimdoro • Son Diego • Aub~m CITY OF CAFUlBAD, CONTRACT NO. 86991 A'AARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING SYMBOLS LIST AND NOTES NO. DATE REVISION COMMENTS A DRAWN BY PROJECT NO. TE 20D0-0247 CHECKED BY OATE'. I\ Tl< © 12-09-03 A DRAWING NO. E1~0 SHEET 1,., 4-or \ O ),.... -I ' • DRAWING NUMBER BAFCO PFl□□UCTS • Nl:\N HOPE, MINNESOTA FIEOADER BY PAITT NUMBER 6553 . DRAWING NUMBER DRAWING NUMBER SAFCO PAOOUGfS • NEW HOPE, MINl'ESOTA SAFCO PRODUCTS • NEW HOPE, MINNESOTA Jl:DRIJER 6Y ?AITT NUMBER 9553 REOACEA BY PART NUM13EA 6553 DRAWING NUMBER SAFOJ PRODUCTS • NEW HOPE, MINNESOTA FIEOROER BY PART NUMBER 6553 DRAWING NUMBER SAFCCl PA[IJLJCTS • NEW HOPE, M!Nt>ESOTA flEORbEn BY PAITT NUMBER B553 ---------~~!!!'l'!''!!'~!"''l!!""!ru11•------( -----,n,m1o••n=,w:•111Tl)llf!l<'1m>----1 I --1'11.~rTIIINl'Dr.FIV'~llTl!llnll!ll!III"------1 I -----.---1111,1m,u:,,i,1111.1VTl)l,l1'll~l"r-- ' EQUIVALENT FIXTURE MANUFACTURER MANUFACTURER AND SUBJECT TO TYPE @ ® © @ © <D (D ® <D ® ® ® @ CATALOG NUMBER LITHONIA AF10-232-120V-GEB10-HC36-WGAF . LITHONIA 2AV-G-332-MDR-120V-GEB10-EL LITHONIA LB-232-120V-GE810 ALKCO CYCLONE CYC-HT-GW-1/2-C/W-W BEGA 8101MH-906H-DB UTHONIA 2LB-232-120V-GEB10 UTHONIA PM3-F-B-232-9LD-GEB10 BEGA 2991S-120V-BK CAPRI CF62H1BQ-U-T447-LC WILA 121-07-120V-DA-CFPG-LOIM-MB27 LEDALITE B31-6-T02-W-N-X-7(LUTRON)-120V-W INSIGHT P56-02/6" -RAI-T5H0-54W- X/3-120V-W-LDIM , LITHONIA 2AV-G+DGA-2CF40-MDR-120V-LDIM ' . ' UlHONIA : 2AV-G-2CF40-MDR-120V-BE810 I ' ; LITHONIA 2SP8-G-332-RA125-120-GE810-LG LITHONIA 2SPG-G-317-RA 125-120-GEB10-LG UCHTOLIER C4MRD-CCO-W-C4LV WILA 121-32-120V-DA-M827 WILA 121-32-120V-DA-LDIM-MB27 WILA 121-07-120V-DA-LOIM-MB27 FIXTURE NOTES APPROVAL OF SHOP DRAWINGS DAY-BRITE COLUMBIA METALUX DAY-BRITE COLUMBIA METALUX DAY-BRITE COLUMBIA METALUX ANY TRUE EQUAL ANY TRUE EQUAL NONE KNOWN DAY-BRITE COLUMBIA METALUX DAY-BRITE COLUMBIA METALUX ANY TRUE EQUAL ANY TRUE EQUAL ANY TRUE EQUAL NONE ACCEPTABLE ANY TRUE EQUAL DAY-BRITE COLUMBIA METALUX DAY-BRITE COLUMBIA METALUX ANY TRUE EQUAL ANY TRUE EQUAL PORTFOLIO KURT VERSEN INDY CAPRI PORTFOLIO CAPRI LITHONIA INDY PORTFOLIO CAl'ill LITHONIA INDY PORTFOLIO CAPRI LITHONIA INDY G) FIXTURE CONNECTIONS SHALL BE AS INDICATED ON THE PLANS AND SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF TITLE 24. CALIFORNIA ENERGY EFFICIENCY REGULATIONS. (I.E. MASTER/SATELLITE BALLASTS, TANDEM-WIRED FLUORESCENT FIXTURES, ETC.) @ ALL TROFFER FIXTURES RECESSED IN SUSPENDED GRID CEILINGS SHALL BE FACTORY FURNISHED v.1TH EARTHQUAKE CUPS (EQC), MINIMUM OF 4 PER FIXTURE. FIXTURES SHALL BE SUPPORTED FROM 01/ERHEAD BUILDING STRUCTURE, INDEPENDENTLY FROM THE SUSPENDED CEILING SYSTEM. @ CATALOG NUMBERS ARE BASED ON IJENDOR INFORMATION, SALES LITERATURE AND PHOTO METRIC DATA ON HAND AT TIME OF PROJECT DESIGN BY TURPIN & RATTAN AND ARE INTENDED TO CONVEY THE FEATURESft'ERFORMANCE REQUIRED. EACH FIXTURE MUST BE PRO'v1DED COMPLETE WITH ALL FITTINGS AS APPROPRIATE FOR PROPER MOUNTING AT THE LOCATION INDICATED. SUBMITTALS BY THE CONTRACTOR FOR APPROVAL ARE REQUIRED PER THE SPECIFICATIONS. QTY. 2 3 2 1 - ' 2 2 1 2 1 2 3 2 2 3 3 I LIGHTING FIXTURE SCHEDULE LAMPS COLOR TYPE WATTS TEMP. T-8 32 3500' T~a 32 3500' T-8 32 3500' T-8 32 3500• LEO -- MK 150 - T-8 32 3500' T-B 32 3500' HPS 50 - CFQ 18 3500" PLT 42 3500' T-8 32 3500' T5HO 54 3500· CF 40 3500' CF 40 3500' T-8 32 3500' T-8 17 3500" FIXTURE INPUT VOLTS 120 120 120 120 120/277 120 120 120 120 120 120 120 120 120 120 120 120 BALLAST TOTAL TYPE MOUNTING INPUT WATTS 62 ELECTRONIC PENDANT 93 ELECTRONIC RECESSED 62 ELECTRONIC SURFACE 32 ELECTRONIC SURFACE SURFACE < 3 -CEILING OR WALL 175 HPF POLE 62 ELECTRONIC SURFACE 62 ELECTRONIC RECESSED 65 HPF SURFACE 40 ELECTRONIC RECESSED 44 LU TRON RECESSED 62 PER 4'-0" 170 76 5% LUTRON 1% LUTRON 1% LUTRON 5% PENDANT SURFACE WALL RECESSED 76 ELECTRONIC RECESSED 93 ELECTRONIC RECESSED 54 ELECTRONIC RECESSED 1 MR-16 50 3050' 120 50 RECESSED 1 1 1 PLT 32 3500' PLT 32 3500· PLT 42 3500' 120 120 120 36 ELECTRONIC RECESSED 36 44 LUTRON 5% LUTRON 5% RECESSED RECESSED © MOUNTING SHALL INCLUDE CONCEALED SCUD BLOCKING FOR FIXTURES MOUNTED IN/ON WALLS AND CEILINGS EXCEPT AT SUSPENDED CEILINGS WHERE SEISMIC ANCHORING AND/OR RESTRAINT SHALL BE PRO'v1DEO. PENDANT AND CABLE SUSPENDED FIXTURES SHALL BE INSTALLED IN COMPLIANCE WITH SECTION 2-2312 OF THE STATE BUILDING COD£ (PART 2, ilTLE 24). @ WHERE RECESSED FIXTURES ARE INSTALLED IN FIRE RATED CEILINGS, THE CONTRACTOR SHALL PRO'v1DE FIRE RATED ENCLOSURES AROUND EACH FIXTURE. DESCRIPTION HEAVY DUTY 4'-0" INDUSTRIAL FLUORESCENT WITH 10% UPLICHT, AND WIRE GUARD. 2' X 4' DIRECT /INDIRECT 3-LAMP FIXTURE WITH 3-LAMP BALLAST. 1 a· v.1DE 4' -o· FLUORESCENT WITH WRAP AROUND ACRYLIC DIFFUSER. 4'-0" UNDER COUNTER LIGHT WITH INTEGRAL ON/OFF SWITCH AND LIFETIME WARRANTY. GREEN EDGE UT SINGLE CIRCUIT EXIT SIGN WITH CONTEMPORARY DESIGN AND WHITE BODY. PRO'v1DE SINGLE/DOUBLE FACES, WITH/WITHOUT CHEVRONS, AND CEILING/WALL MOUNTED AS INDICATED. DECORATIVE ANGLED POLE-TOP FIXTURE ON A NON-TAPERED ROUND 12'-0" POLE. 16" v.1DE, 4'-0" FLUORESCENT v.1TH \\11AP AROUND ACRYILC DIFFUSER. 1' X 4' FLUORESCENT WITH 9 LOW IRIDESCENT 3' DEEP LOUVERS AND FLOATING DOOR APPEARANCE. DECORATIVE OVAL FIXTURE WITH EYELID STYLE AND GUARD, AND POLYCARBONATE DIFFUSER WITH INTEGRAL TEXTURED FINISH. 6' DIAMETER LENSED DOWNLIGHT WITH CLEAR SAFETY GLASS, WHITE CONE, DAMP LOCATION AND FULL GASKETTlNG BETWEEN BODY, TRIM AND LENS. 7' DIAMETER RECESSED CAN v.1TH PERFORATED DIFFUSER AND SANDBLASTED GLASS DISK. CONTINUOUS DIRECT/INDIRECT FLUORESCENT WITH 73% UPLIGHT, WHITE LOUVERS, MATCHING DECORAilVE ENO CAPS AND AIRCRAFT CABLE PENDANT ASSEMBLY. EQUIP FIXTURE WITH LUTRON 1% 2-LAMP FOB BALLASTS. FIXTURE COLOR AS SELECTED BY ARCHITECT. . EXTENDED ARM MOUNTED EXTRUDED ALUMINUM FIXTURE flSTALLED IN CONTINUOUS ROWS PER LIGHTING PLAN. LOCATE JB'S EXACTLY AT ARM LOCATION(S). FIXTURE COLOR AS SELECTED BY ARCHITECT. 2' X 2' DIRECT /INDIRECT FLUORESCENT WITH LU TRON 2-LAMP 5% FOB DIMMING BALLASTS. 2' X 2' DIRECT/INDIRECT FLUORESCENT. 2' X 4' FLUORESCENT WITH REIJERSE APEX PATTERN PRISMATIC LENS AND SPECIAL GASKETING. SIMILAR TO T\'PE 'S' ABOVE EXCEPT 2' X 2' SIZE. 4 1/2' DIAMETER RECESSED CAN WITH DIFFUSER REFLECTOR, WHITE FLANGE AND 50% LAMP CUT-OFF. 6" DIAMETER OPEN DOWNLICHT v.1TH WHITE TRIM VERTICAL LAMP AND DIFFUSED ALUMINUM REFLECTOR FINISH. SAME AS T\'PE V ABOVE EXCEPT WITH A LUTRON 5% DIMMING BALLAST. 7" OPEN DOWN LIGHT v.1TH DIFFUSED ALUMINUM REFLECTOR, VERTICAL LAMP, WHITE TRIM RING AND LUTRON 5% DIMMING BALLAST. NOTES ALL LAMPS SHALL BE MANUFACTURED BY G.E. ONLY. WHERE AVAILABLE, ALL FLUORESCENT LAMPS SHALL BE OF lHE T\'PE THAT PERMITS NONHAZARDOUS DISPOSAL ALL LAMPS (INCLUDING SPARES) OF EACH TYPE, STYLE AND WATTAGE SHALL BE FROM ONE (1) SINGLE MANUFACTURING BATCH TO ENSURE UNIFORM "1SUAL APPEARANCE WHEN ENERGIZED. LAMPS DIFFERING IN "1SUAL APPEARANCE WITH REGARD TO COLOR TEMPERATURE SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. . DRAWING NUMBER DWG 447·6 65 of 102 SAFCO PRODUCTS • ftFN HOPE, MINNESOTA FIEOROER BY PART NUMBER 65!53 --J'OOIT\O!l!!!'!!''!f"l!l!!Tlll!llll'\U!I!'----- KEYNOTES .ii so 1 1 56.23 uill!d T LI R P I N & R A T T A N ENGINEER.ING, INC, ARCHITECT SEAL PROJECT CONSULTING ELECTRICAL ENGJNE£RS 471 9 PALM AVENUE LA MESA, CA91941•S221 619 / 466 / 6224 F'AX 466 / 6233 E~MAIL: ENGINEER@TREISD.COM NTD A R C H I T E C T 8 4719 Viewridge Ave., Suite 200 SCln Diego, CA 92123 Gleodoto • San Diego • Auburn CITY OF CARLSBAD, CONTRACT NO. 36991 A'MRA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING LIGHT FIXTURE SCHEDULE NO. DATE REVISION COMMEITTS DRAWN BY PROJECT NO, VON 20D0-0247 CHECKED BY DATE I\ TI< © 12-09-03 DRAWING NO. I\ E2.0 SHEET " .s-OF t D ),._ DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FEORDE!. BY PAFIT NUMBER 8553 CERTIFICATE OF COMPLIANCE PROJECT""" AVIARA COMMUNITY PARK PROJECT ADDRESS (Part 1 of 2) OAlE DRAWING NUMBER SAFCO PRODUCTS • NEW HCFE, MINNESOTA ASOROER BY PART NUMEIER 8553 LTG-1 MARCH 2002 PRINCIPAL DESIGNER -UGHTING SALVADOR GOMEZ lE)!?H(\NE Elu~dl'ng Parrnn # \619) 466-6224 DOCUMf)ffAllON AUTHOR TED KBLLER lEJ,EPH!II"' \619) 466-6224 Cl-,ee~ed by/D<ite !nfcrcement Agency U:se GENERAL INFORMATIOf>I DA1t OF' PLAHS MARCH 2002 j BUILDING CONDITIONED fl.OOR AREA 18186 I CLIMATE ZONE 7 BUILDING TYFE ~ NONRESIDENTIAL D HIGH RISE AESIDENTIAL D HOTE[./Mom. GUEST ROOM PH.ASE OF CONSmUC1lON ~ NEW CONS-n:tl.JCTION 0 ADDITION 0 ALTF.i<ATION O llNCO~OITIONED (File Atnacvlt) METI-!0D OF U!':HTING COMPUANCE ~ COMPLETE BUILDING 0 AREA CATEGORY □ TAILORED D PERFORMANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the buOding fealutes ond performance specifications needed lo cooip!y with Title 24, Pcds 1 and 6 of the Colifornia Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies thol the documentation is a~urote_ and complete. oocuMrnrATToN AUrnaR I SIGNA1\JRi:'.. v v.,. ..... 11n_ -n TEO KEILLER r,._ J v, ·vvo .tL I DATE MARCH 2002 The Pdncipol lighting Designer hereby certifies that the propose! buifding design represenled In this set of construction documents is canslstent with the ether compliance forms cind worksheets, with the specifications, and with any other calculations submitted w!th this permit application. The proposed bullding hos been designed to meet the envelope requirements con1alned In the applicable ports of Sections 110, 119, 130 through 132, 146 and 149 Title 24, Part 6. Please check one: 181 I hereby orfirm that I am ellglble under the pro\lfSlons af Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; <1nd that I am ficensed in the State of California as o civil engineer or electrical engineer, or I am a licensed architect. 0 I aflinn that I om eliglble under the provisions of Diviskm 3 of the Business and Professions Code by section 5537.2 or 6737.3 to slgr this document os the person responsible for its preparation; and that I am a licensed contrador performing this work. D I affirm that I cm eligible unde: Division 3 of the Business and Professions Cede to sign this document because it pertains to o structure or type of work described as exempt pursuan1 lo Business ond Professions Code Sections 5537,5538 and 6737.1. (These sections of the Business and Professions.,Code ore printed rn run In the Nonresidenliol Manual.) PRINCIPAL UCHTINC DESIGNER -NAME: SICHATtJ CATE: UC. NC. SALVADOR GOMEZ r -/\ MARCH 02 E16222 LIGHTING MANDATORY MEASURES _, Indicate location on plans of Note Block for Mandatory Measures THIS DRAWING lf>ISTRUCTIONS TO APPLICAf>IT For detailed Instructions on the use of this and alt Energy Efficiency Stondords complionce forms, please refer to th.i Nonresldentla! Monua! published by the Califomic Energy Commission. LTG-t: Required on plans for arr submitlots. Perl 2 may be Incorporated In schedules on pl□ns. LTG-2: Required for ~arr aubmittols. LTG-3: 0plional. Use only if ight1ng control credits are taken. LTG-4: Op!ionot. U$e only If Toffored Method Is used. Perts 2 and 3 used only if appncoble. Nanrestdent/al Campn,ince fq,m No"'4mber 199B PORT ABLE LIGHTING WORKSHEET <Part 8 of 8) LTG-1 PROaECT ""' AVIARA COMMUNl1Y PARK I 0"' MARCH 2002 TABLE 1A-PORTABLE LIGHTING NOT SHOWN ON PLANS FOR OFFICE AREA • 250 SQUARE FEET A B C D ROOM• OFI ZONE ID DEFAULT AREA lSFJ TOTAL WATTS fBXC► 0.2 0.2 0.2 0.2 0.2 0.2 TOTAL TABLE lB-PORTABLE LIGHTING SHOWN ON PLANS FOR OFFICE AREA • 250 SQUARE FEET A ROOM11 OR ZONE ID B PORTABLE LIGHTING DE$CFIIPTIONIS) PER TASK AREA C D LUMlNAIREISJ WATTS PER TASK AREA TASK AREA CSFI E NUMBER OF TASK AREA F TOTAL AREA (SF} (0 X El G TOTAL WATTS IC X El TABLE 1C-PLANS SHOW PORTABLE LIGHTING IS NOT REQUIRED FOR OFFICE AREAS • 250 SQUARE FEET ROOM• TOTAL AREA O.slgner neede. to provfde ~taned documentation that lhe lghtlrrg t---O~R~Z~O~N=E~ID~--t----l=S~F~} -----1 level provided by trie overhead lghting meets tha noods of the apace. TOTAL BUILDING SUMMARY • PORT ABLE LIGHTING BUfLDlf>IG SUMMARY The detai!s lnctuda kimlnak'o tyl)Ele, CU end mounting lotalkms rafafivll to workareas. TOTAL AREA CSFI FROM TABLES 1A+B+CJ TOTAL WATTS IFROM TABLE$ 1MB) BUILDING TOT AL 13 X 32W = 416 WATTS E'rtler on LTG-1 and 2:portoble Lighting Nonre.slde11lta/ C'1mpllon,;t11 Fotm JANUARY 2001 DRAWING NUMBER SCIFOJ PRODUCTS • NEW HOPE, MINI\ESOTA li'/;;OF'lOER BY PART NUMDER 6553 _, I -.. ------~"llll:!l""'IF!l!!!~!l!!Tl!J'I.IJ!!"--- CERTIFICATE OF COMPLIANCE (Part 2 o_f 81 PROJE'CT NAME AV1ARA COMMUNl1Y PARK DATE INSTALLED LIGHTlf>IG SCHEDULE IIAU.ASTS LTG-1 MARCH 2002 NAME IJJMII- DESCAIPTIOM TVl'E ,--NO. OF WATTS TYilS NO. 0~ LAMPS PER LAMP DE8CRIPTlON 8AL.LA6T NO. OF,< WATTS/ LllMR '. LUMN. TOTAL WATTS A 4'-0' STRIP T-8 2 32 ELECT 1 18 . 62 81 2'X4' INDIRECT T-8 3 32 ELECT 1 4 93 C 4'-0' WRAP T-8 2 32 ELECT 1 3 62 J 4'-0' WRAP T-8 2 32 ELECT 1 3 62 K 1'X4' LOU',,ER T-8 2 32 ELECT 1 28 62 N DOWNLIGHT PLT 1 42 ELECT 1 29 44 0 DIRECT/INDIRECT T-8 2 32 ELECT 1 28 62 p WALL SCONCE T-5 3 54 ELECT . 2 62 170 Q 2'X2' INDIRECT R 2'X2' INDIRECT s PRISMATIC T PRISMATIC u OOWNLIGHT V OPEN DOWNLIGHT V1 OPEN DOWNLIGHT w OPEN OOWNLIGHT Lighting Schedule an Plon Shows Exterior Liohting Meets T-5 T-5 T-8 T-8 MR-16 PLT PLT PLT 2 40 ELECT 1 41 2 40 ELECT 1 21 3 32 ELECT 1 13 3 17 ELECT 1 2 1 50 4 1 32 ELECT 1 18 1 32 ELECT 1 6 1 42 ELECT 1 6 D Efficacy and Control Requh-ement of § 130(c) 0 Control Requlremenls of I 131(1) 8USTOTAL FFlCM ms P,.Gc FUJ8 $.!!!TOTAL moM CONTINU,.TION ~"OE PORTABLG UOHTlNO ~rom LTG-1 Pul 3 'lit 3 ·l LESS CONTROL CREDn' WATT8 !FROM LlG-3> MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION (Room " EACH ROOM OR AREA CONTROL l)ENMCATION [Q] (oc) mi & S, coomOLS FOR CREDIT CONTflOL. LOCATION (Room I or D-fjg fl OONT!lOL ID!NTIFlCA 'tlON CONTROL TiP5 (Avto lime Swfu:'-, l!:>Cterlor. etc.) OCCUPANCY SENSOR, DIMMER SWITCH, LV LIGHTING PANEL CONmOL TVPe (Oceypcrnl. Do:,tfghl, Dimming, etc.) NOTES TO FIELD~Fct BuRdina Decartment Use Onlv rfonresfden!/a/ Camplicnc, Farm I LIGHTING COMPLIANCE SUMMARY AOJUSTEO ACTIJAL WJ\Tf.9 EACH ROO~ OR SPACE, LIJMINA!f:lt!S CONTROUED 76 76 93 54 50 34 34 44 1116 372 186 186 1736 1276 1736 10540 3116 1596 1209 108 200 612 204 264 24457 416 1030 23843 NOTE TO mo IIO'IETO F1£U) JANUARY .2001 LTG-2 I PROJECT N.l>ME AVIARA COMMUNl1Y PARK I a~TE MARCH 2002 ACTUAL LIGHTING POWER -NAME NJMllEfl OF WATTS PEfl UIMflAIRE CE(l DEFAULT TOTAL WATTS LlJMlNAflES (lncludlri~ Ballast) I y I N~I A 4'-0" STRIP 18 81 2'X4' INDIRECT 4 C 4'-0" \\RAP 3 J 4'-0" WRAP 3 K 1'X4' LOUVER 28 N DOWNLIGHT 29 0 DIRECT ANDIRECT 20 p WALL SCONCE 58 Q 2'X2' INDIRECT 41 R 2'X2' INDIRECT 21 s PRISMATIC 13 T PRISMATIC 2 u DOWNLIGHT 4 V OPEN OOWNLIGHT 18 V1 OPEN DOWNLIGHT 6 w OPEN DOWNLIGHT 6 (• If not using the CEC Default ¥JI\Je, provide S\/pportrr,g dceume11totion.) !ALLOWED LIGHTlf>IG POWER (Choose One Method! COMPLETE BUILDING METHOD 11.JUJ!NQ CATEOORY (from Ta~la 2-SJM) CON',,ENTION CENTER AREA CATEGORY METHOD MIEA CATEGORY (From Table 2-~JNJ TAILORED METHOD Nonresiderilial Ci;,rrtplkmoe Form 62 93 62 62 62 44 62 170 76 76 93 54 50 34 34 44 0q 0q 00 0q 00 00 0q 00 00 -00 0d 00 DIZJ 00 IZl d 00 1116 372 186 186 1736 1276 1240 9860 3116 1596 1209 108 200 612 204 264 SUBTOTAL FROM THt$ PAGE I I ;=I =41=6 ~, PW8 8UBTOTAL FROM CONTINUATION PAGE LESS CONTROL CRSJIT WATT,S {FROM LTG-3) 1 1030 1 AOJustED ACTUAL WATTS I 22665 I ~---~ WATTS PER SF 1.4 WATTS PER SF TOT/\1.11 COMPU!TE BLDG. AREA 16508 AREA ISFl TOTAL ALLOWED WATTS I (From LTG-4 er from comFuttr n.n.) w.owe, WATT$ 23111 ALLOWED WATTS Jonu(J(y J!,.9$ _, I DRAWING NUMBER DRAWING NUMBER SAFCO PR□□UCTS • NEVV HOPE, MINNESOTA Fl:ORDER BY PAITT NUMBER B553 SAFCO PROOUCTS • NE\/li' HOPE. MINNESOTA flEOAOER BY PART M.!MBER 6553 --P'l!l!rr)llll~O~IJJP!IIIIT'Jlll'J,U'l.1_1111'--_, I -----,mmn11m11Fm:,ii111T11NTIL':lnl'-- LIGHTING MANDATORY MEASURES 0 BUILDING LIGHTING SHUT·OFF PROGRAMMED WITHIN THE LOW VOLTAGE LIGHTING CCNlROL SYSTEM. 0 OVERRIDE FOR BUILDING LIGHTING SHUT·OFF APPLICABLE -SEE ABO',,E. 0 AUTOMATIC CONTROL DEVICES CERTIFIED ALL AUTOMATIC CONTROL DEVICES ARE CERTIFIED 0 FLUORESCENT BALLAST AND LUMINARIES CERTIFIED ALL l'LUORESCENT BALLASTS ANO LUMINARIES ARE CERTIFIED 0 TANDEM WIRING FOR TWO-LAMP BALLASTS ALL TWO-LAMP BALLASTS ARE TANDEM WIRED 0 INDIVIDUAL ROOM/ AREA CONTROLS EACH ROOM/AREA IS INDIVIDUALLY CONTROLLED 0 UNIFORM REDUCTION FOR INDIVIDUAL ROOMS ALL ROOMS/AREAS BENEFIT FROM UNIFORM LIGHTING REDUCTION 0 DA YLIT AREA CONTROL N/A 0 CONTROL OF EXTERIOR LIGHTS EXTERIOR LIGHTS ARE CONlROLLEO AUTOMATICALLY USING A LOW VOLTAGE LIGHTING CONTROL SYSTEM WITH INTEGRAL ASTROLOGICAL TIMECLOCK. LIGHTING CONTROLS CREDIT WORKSHEET LTG-3 PROJECT NAME AVIARA COMMUNITY PARK OATE MARCH 2002 WORKSHEET ROOM• ZONE I) AI01 A102 A103 A104 A108 A109 A110 A113 A114 A115 A116 A117 A122 A123 A124 A125 A126 UaHl'lNG CONTROL Dt:SCRIPTION mi mi mi mi [fil mi mi mi mi mi mi mi mi mi mi mi mi ........ .... E3.0 E3.0 E3.0 E3.0 E3.0 E3.0 E3.0 E3.0 E3.0 E3.0 E3.0 E3.0 E3.0 E3.0 E3.0 E3.0 E3.0 I 'for wfndcrws. use lhc Yltndaw W<Jlt RoUo kir U,e rOQm. For llk:,11~hls, use the 5k:,tlght~to-Raor n:itlo rcrr the room. Nonrcsrdcn!ral Cornpnc11ca Form ROOM ..... !8Fl 273 288 288 180 242 72 72 165 188 110 144 275 160 160 190 80 40 0 DAYLIGHTING ROOM GLAZING RATIO• VLT @J WATT8 OF CONTROL U<lHTING 186 558 558 186 186 62 62 310 310 124 124 186 186 186 186 62 124 LIOl<TJNO ADJUST. FACTOR 0.6 0.1 0.1 0.6 0.6 0.2 0.2 0.2 0.2 0.2 0.2 0.6 0.2 0.2 0.6 0.2 0.6 I I I CONTROL CREOO WATTS 10 X HI 112 56 56 112 112 12 12 62 62 25 25 112 37 37 112 12 74 PA.GS TOTAL __ ___,,. I 1030 I amo~ororA1------;,,. I 1030 I Enter iin LTG---2: Adual Ug~U~y Pgw~r cakukJ!1oo. November 19.91:f ----i---- DRAWING NUMBER OWG 447•6 66 of 102 SAFCO PROOUCfS • NEW HCPE, M!NNE&JTA flEOPbER BY PART NUM8ER 8553 --f'l:I.UTIIJll~l!Jfll!IITQ!,11'1!!~1_/111'------~--- KEYNOTES SD 1 1 55.23 RATTAN CONSULTING ELECTRICAL ENGINEERS 4719 PALM AVENLIE LA MESA, CA 91941·5221 151 9 / 455 / 15224 F"AX 455 / 15233 E-MAIL! £NGINE'.ER@TREtSO.C:OM ARcHrrEcT SEAL PROJECT NTD AICHITECTI ◄719 Viewridge Ave., Suite 200 San Diego, CA 92123 Glendom e S<in Diego • Auburn aTY OF CAIUBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDINQ Tl rLE 24 CALCULATIONS NO. OATE REVISION COMM£NTS I DRAWN SY PROJECT NO. JF 2000-0247 CHECKED BY DATE I' TK © 12-09-03 I' DRAWlNG NO. I\ f\ I\ E2.1 f\ SHEET { ,') (,... OF \ 0 ~ DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER BAFCO PRODUCTS • NEW HOPE, MINNESOTA FIEOROEFI BY PART NUMSEA 6553 SAFCC PRODUCTS • NE\/V HOPE, MINNESOTA F!~OER BY PART NUMBER 6553 -J SAFCO PRODUCTS • NEW HOPE, MINNESOTA AECl'IOER BY PART NUMBER 6553 SAFOJ PRODUCTS • NEW HOPE, MINNESOTA A8JROER BY ?ART NUMBER 9553 0 Gp ~ A (o)To_ ~ \ , T . i · I I , ~i i ! , i I 1, i i I . 'i i · · I I. , I I ,1 i ! ! .· i i ' 0-----------·ir--------~---------------------------------------------------~-----------i--·-I , I I · · I. , I I , I I · , 1, /T\L ",@ IT\ I I ·1 ~ \!:/ . . 0--------------t------rr=9m~~~~ ~ i I f\ i , j 11 IT " !i ®® ·, " J @D-35 @o-37 I A102 j I, , I 1, , I I, , I I. , I I, , I 1, . I I, . I I. , I I, , I I, ' J Q jl 'cY""------------' r~r=··=-~!:;==1 I I A101 j ' I ' I ' I ' I ' I ' 0--~-------! @--_r------ 0---r-·---- A-8 PANEL 'A' -oc J 0-33@ ®(TYPICAL) @ FOR MOUNTING HEIGHT OF FIXTURE ROWS A.f.F. SEE ARCHITECTURAL ELEVATIONS, (TYPICAL ALL 4 WALLS). a I A127 j @D-16 b I A!OO I @0-13 0-14,16,18 @0-14 I ® @B-14 C C I A119 I C 11 ~~--*-B--*-8-*--W~------*-------!1-t=~~ I i" I I * I I * I I I I I I I I <:{J I I [}? I I I I * * * * I I I I I I I I @-----------L':::===:IE~~ ~ : : ~ I ' I I , I I I [ 8-12 •• •• •• a •• •• IA118 I @ (D @c-s •• •• • • I A107 j •• @c-10 •• 00 a (D DRAWING NUMBER SAFC□ PRODUCTS • NEW HOPE, MNNESOTA AE~OER BY PAITT NUMBER 8553 ' ,· LI DI ____________ .---------------0 a ----------------------------0 t 36" t ill © +9'-" C-4@ PANEL 'C' C-12 C-6@ ' • • 0 I All 7 I r;::::h I A128 I ~~i~---------------------------0 ' I ' I ' I ' I -----7------------------------------© ' , I ! i Jtfu ~ i 0------------+---------------------------~1 L ..1::it·==·----==----::j_o_J n------------11 I I , -------··-------------------i -----~----------------------------0 , I ' I ' I ' I ' I ' I ' I ' I ' @) cb I ' @) COMMUNITY CENTER LIGHTING PLAN SCALE: 1/8' • f-0' I . , I I , , I I , , I I , , I I , . I I . , I I , . I @ cb / ,....__I-,/ NOTE: FOR RESPECTIVE MOUNTING HEIGHTS or ALL EXTERIOR BUILDING MOUNTED LIGHT FIXTURES REFER ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN. (TYPICAL) DRAWING NUMBER DWG 447•6 67 of 102 SAFCO F'~~ti!sev ~J:~Ees~~NNESOTA --l'ii:«--,;~li 'l'~f lf l11\il<7' », •~j~ tJtil'--~ _, KEYNOTES (i) PROVIDE FOUR (4) TYPE,, DECORATIVE POLE-TOP FIXTURES IN ENTRY COURTYARD. TILT ANO ORIENT HEADS TO UNIFORMLY FACE IN TOWARDS CENTER. COORDINATE EXACT PLACEMENT V.,THIN COURTYARD V.,TH ARCHITECT PRIOR TO ROUGH-IN. ORIENT HINGED BASE SUCH THAT POLE CAN BE HAND LOWERED TOWARDS CENTER OF COURTYARD FOR RELAMPING. FOR POLE BASE DETAIL SEE 7 /E7.1 © CONNECT U/C LIGHT T'rPE 'O' TO NEAREST RECEPTACLE CIRCUIT. (TYPICAL) @ LV. LIGHTING CONTROL PANEL PER SPECS. © MAINTAINED 'DECORA' ST'tl.E LIGHT SV.,TCH V.,REO DIRECTLY TO THE RESPECTIVE LV. LIGHTING CONTROL PANEL FOR LIGHTING CONTROL/OVERRIDE FOR THAT SPECIFIC ROOM OR AREA. {Sl'i1TCH MAY CONTROL MORE lliAN ONE LV. RELAY) T'rPICAL FOR ALL SPACES V.,THOUT OCCUPANCY SENSCRS. @ LIGHTING CIRCUIT ROUTED VIA LV. LIGHTING CONTROL PANEL (TYPICAL) @ PROVIDE UNSYllTCHEll CIRCUIT FOR EXIT SIGN(S) (TYPICAL). I (2) PROVIDE LUTRON HP-2 POWER MODULE ABOVE CEILING or OFFICE FOR CONTROL OF LIGHTS IN MULTIPURPOSE ROOM . @ PROVIDE LUTRON HP-2 POWER MODULE ABOVE CEILING FOR CONTROL or LIGHTS IN ACTIVITY ROOM. @ PROVIDE LUTRON HP-2 POWER MODULE ABOVE CEILING FOR CONTROL LOBBY DOWNUGHTS. @) PROVIDE LV. SV.,TCH AT RIGHT SIDE OF RIGHT HANO NORTil DOORWAY AND L.V. CONTROL V.,RING BACK TO PANEL 'O'. ALSO PROVIDE 1 1/2 C.O. ROUTED BELOW GRADE FROM LV. LIGHTING CONTROL PANEL OUT INTO APRON AREA. FOR CONTINUATION TO APRON AREA LIGHTS SEE SITE ELECTRICAL ORAYllNGS. @ PROVIDE ONE (1) LUTRON HP-2 ANO TWO HP-6 DIMMING POWER MODULES ABOVE CEILING, CIRCUITED VIA LV. LIGHTING CONTROL PANEL, CONNECT DIMMING CONTROL IN PARALLEL TO ALL THREE POWER MODULES. @ CONNECT RXTURES T'rPE 'p' VIA RESPECTIVE DIMMING POWER MOOULE. MAXIMUM NINE (9) RXTURES PER CIRCUIT. @) CONNECT RXTURES T'rPE 'p' VIA DIMMING POWER MODULE. EIGHT (8) RXTURES PER CIRCUIT ONLY. ----- ·m s □ 1 1 56.23 u~ T U R P I N & R A T T A N ENGtNE:E:RING, INC. ARCHITECT PROJECT CONSULTING ELECTRICAL ENt31NEC:R.S 471 9 PALM AVENUE LA MESA, CA 91941-:5221 619 / 465 / 6224 F'AX 455 / 6233 E~MAIL: ENGINEER@TREISO.C□ M NTD ARCHITECTS 4719 Viewrldge Ave., Su!le 200 San Diego, CA 92123 CIEndorc e Sun Di~o e Auburn CITY OF CAFL88AD, CONTRACT NO. 36991 AVIARA COMMUNrrY PARK DRAWING TITLE NO. DATE COMMUNITY CENTER BUILDING LIGHTING PLAN REVISION COMMENTS DRAWN BY JF PROJECT NO, 2000-0247 CHECKED BY DATE Tl( © 12-09-03 DRAWING NO. E3.0 SHEET or I DRAWING NUMBER SAFOJ PRODUCTS • NEW HOPE, MINNESOTA REOF=ICER BY PART Nt.JMBER 6553 -----------fMITIQN E~E QF PMIT ~ TH!~ UNE-- . ROOM NAME SCHEDULE RM.# ROOM NAME A100 MULTI-PURPOSE ROOM A101 STORAGE A102 MENS RESTROOM A103 WOMENS RESTROOM A104 STORAGE A105 CLOSET A106 CORRIDOR A107 MEETING ROOM A108 STORAGE A109 A.V. A110 IDF A111 WARMING KITCHEN A112 CORRIDOR A113 MENS RESlROOM A114 WOMENS RESlROOM A115 JANITOR A116 ELECTRICAL A117 STORAGE A118 ACTIVITY ROOM A119 LOBBY A120 RECEPTION A121 OFFICE/COPY 11<00M A122 SUPERVISOR A123 OFFICE A124 STORAGE A125 TOILET A126 STORAGE A127 SENIOR FAMILY ROOM A128 FIRE SPRINKLER RISER A129 CORRIDOR A130 VESTIBULE 1 A131 VESTIBULE 2 ------ I A!Ol I 7 I Al24 I A-29 A-11,13 ! A126 I PANEL 'A' (j) A-7 3 I ' I DRAWING NUMBER SAFOJ PRODUCTS • NE\N HOPE, MINNESOTA REORDER BY PART NUMBER 0553 ---l'IISITlllll~OGEflFP'I\INTOIITIIISUNE-- cp 17 13 15 ,.----------, ' ' ' ' ' L __________ J r----------, ' ' ' ' ' ' ' ' ,. __________ J -----f+I-- I Al29 j t 3 i A127 I I I I I I I I 19 I .l ' @ --------- r----------, ' ' ' ' ' ' ' ' ,. __________ J I Al00 I r-----ttt- 1s f---9'-0" 7 17 17 , ,::l!l~~-7 14'-o" 2 A-5 I ' I ' ! • I 0------------i ----------------------------1 11 ------------□ I ' I ' I ' I ' I ' I ' I ' I ' cb ' I ' I ' I ' I ' I ' I ' I ' @ COMMUNITY CENTER POWER PLAN SCALE, 1/8' = 1'-0' DRAWING NUMBER SAFCO PRODUCTS • NE\N HOPE. MINNESOTA REORDER BY PART NUMBER 0553 DRAWING NUMBER SAFCO PRODUCTS • NE\N HOPE, MINNESOTA REORDER BY PAW. NUMBER 8553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE. MINNESOTA REO.!DER BY !¼ITT NUMBEi:t 6553 ---l'IISITIONEDGEQFP'I\INTQNTIIISLINE----_,,. -------.--=....---llllllTION~MEIFPRINTONrtllSU1'1:-----------. -,osJTIIJN BIGE OF PIINTIIITIIIS LINE-- D-11,13 " ' ' ' ., ' ~ • J ., ' . :• l ,i D-5,7 j ! 2 ® I I I ' l I J .. 1 • ' ~ ~ . ., D-15,17 15 \ ~· . I, ' I A119 j D-22 cp ( * I , ~J C I :l: I I B-19,21 21 42" + I I ==□, I I ® I'=;;;;_:;:_ :::;-!14= D-29 i I I I I I 25 I I I I A106 j I --· ------------------------------------------------------------------------------------------------- C-1,3 I A108 I I All! I B: ' I ' I ' I ' I ' I ' I ' ~,---□_1 __________________________ -0 ---------------------------0 C-13,15 PANEL 'C' FOR LARGE S.CALE KITCHEN PLAN SEE DRAWING E6.0. ~, A-1~3t~j 0-21231'~:::'.f::::i''__~ ' 11 r +48" \ ' ' !* I I I I ...--'"-' I \ I ",>-( * ~'9-1 j A112 j ' .. ®' .% ~84 +84" I AllB j -- +4 j A114 I R '°" PANEL 'KIT' -------PANEL 'B' 15 t 17 '/ / 11 ...._ / IA116j _j ~~ ---~r=-;, 1, - --4+--' 2 , I \ ,l. ~ @@ MAIN SWITCHBOARD. j A117 I J 15 • SDG&E lRftNSFORMER. PROVIDE PAD AND GROUNDING ETC., PER SOG&E STANDARDS (1) 5" C.0. FOR SDG&E PRIMARY SERVICE. FOR CONTINUATION SEE DRA\\1NG UP-1. I A12B j --------------------------------0 1s G) I ' I ' I ' I ' I ------~----------------------------© I ! , I I , . ---------------------------i----~-~----------------------------0 , I I i ' I ' I ' I ' I ' I ' I ' 0 NOlE FOR EXACT PLACEMENT OI' ALL ELECTRICAL DEVICES AT CASEWORK AREAS COORDINATE WITH RESPECTIVE ARCHITEClURAL ELEVATIONS PRIOR TO ROUGH-IN. DRAWING NUMBER DWG 447-6 68 of 102 SAFC.O PRODUCTS • NEW HOPE, MINNESOTA ~EOF=IDER BY PART NUMBER 8553 ---l'IISITIIJIIEDGEOFPRINTONTH/Slll!E-- (j) KEYNOTES PROVIDE GFI DUPLEX RECEPTACLE IN A FLUSH MOUNTED COLE CAT # TL-310 LOCKABLE SOX AT +15" AFF. ALL BOXES SHALL BE KEYED ALIKE (TYPICAL). @ PROVIDE (3) s·c.o. ROUTED U/G BETWEEN SDG&E TRANSFORMtR PAD AND MAIN SWITCHBOARD. MOUNT RECEPTACLES IN CASEWORK. COORDINATE WITH ARCHITECT. POWER FOR WH-1 IGNITION. COORDINATE FINAL LOCATION WITH DIVISION 15 PRIOR TO ROUCH-IN. @ RECEPTACLE FOR CP-1. COORDINATE FINAL LOCATION 111TH DIVISION 15 PRIOR TO ROUGH-IN . ® (?) ® PROVIDE JJNCTION BOX ABOVE CEILING ANO 120V POWER AS INDICATED FOR Ol'v1SION 15 ZONE DAMPER POWER. COORDINATE FINAL LOCATION WITH DIVISION 15 PRIOR TO ROUGH-IN. FOR MAIN FEEDER SIZE TO RESPECTIVE PANELBOARD SEE SINGLE LINE DIAGRAM OWG. E5.0. (TYPICAL) FOR FEEDER SIZE TO TVSS SEE SINGLE LINE DIAGRAM DWG. E5.0. STANDBY GENERATOR REMOTE ANNUNCIATOR PANEL FLUSH MOUNTED IN WALL BEHIND DOOR TO ROOM A122. FOR CONNECTIONS SEE DWG E6.0. @ PROVIDE PERMANENT s·x3" NAMEPLATE ON EXTERIOR OF DOOR ENGRA YEO: ELEClRIC METER ROOM. MAIN BUILDING DISCONNECT LOCATED INSIDE. PROVIDE PERMANENT RED-WHITE-RED LAMACOID NAMEPLATE ON FACE OF SWITCHBOARD AT MAIN BREAKER ENGRAVED: WARNNG: T111S SWITCHBOARD IS FED FROM TWO (2) INDEPENDANT SOURCES. SOURCE #1: SDG&E SOURCE #2 STANDBY GENERATOR LOCATED soo·-o· TO SOUTH, ADJACENT TO STORAGE BUILDING. PROVIDE FLUSH SINGLE GANG JUNCTION BOX AT +48" A.F.F. AND 3/4" C.O. TO JUNCTION BOX HIGH ON WALL FOR 120V POWER FEED TO SCREEN. COORDINATE PLACEMENT OF BOTH JUNCTION BOX'S WITH ARCHITECT PRIOR TO ROUGH-IN. PROVIDE 1 1/2"-3,¥6+1#10 EG TO GENERATOR ENCLOSURE AT BUILDING 'D' FOR UTILITY POWER. FOR CONTINUATION SEE SITE ELECTRICAL DRAWINGS. @ PROVIDE 1 1/2"-20#10 (STRANDED) TO GENERATOR ENCLOSURE AT BUILDING 'D' FOR REMOTE ANNUNCIATION. FOR CONTINUATION SEE SITE ELECTRICAL DRAWINGS. @) PR0"10E 3/4'-6#12 (STRANDED) TO ATS AT MAIN SWITCHBOARD. @ PROVIDE (4) 4"-4/jOO KCM+1,13/0 EG FROM ATS TO GENERATOR ENCLOSURE AT BUILDING 'o' FOR MAIN POWER INTERCONNECTIONS. FOR CONTINUATION SEE DRAWING UP-1. @ PROVIDE 1"-3#6 (SlRANDED) FROM ATS TO GENERATOR ENCLOSURE AT BUILDING 'D' FOR AUTOMATIC START/STOP SIGNALS. FOR CONTINUATION SEE DRAWING UP-1 . PROVIDE JUNCTION BOX HIGH ON WALL AND POWER CONNECTIONS TO SHADE CONTROLLERS. SEE DETAIL 9/E:7.2 FOR FULL EXTENT OF CONNECTIONS. (TYPICAL) @) PROVIDE 120V CONNECTION TO WATER COOLER. •111 s □ 1 1 56.23 u~ T LI R P I N &. R A T T A N EN£31NCERING, IND, ARCHITECT PROJECT C:ONSULTINC!i ELECTRICAL £NGINEER5 471 9 PALM AVENUE LA MESA, CA 9 1 941-5221 619 / 466 / 6224 FAX 465 / 62:;\3 E-MAtL: ENGINEER@TREISO.COM NTD A R C H I T E C T 8 4719 Viewn"dge Ave •• Suite 200 Son Die~o. CA 92123 Glendoro • Son Diego • Auburn CITY OF CAR.SBAD, CONTRACT NO. 36991 A'MRA COMMUNITY PAFI< DRAWING TITLE NO. CATE COMMUNITY CENTER BUILDING POWER PLAN REVISION CO~MENTS ORAWN BY VON PROJECT NO. 2000-0247 CHECKED BY DATE TX C 12-09-03 DRAWING NO. E3.1 SHEET lo OF l ___ 1 ...---~ ------- I RM.# A100 A101 A102 A103 Af04 Af05 Af06 At07 Af08 A109 A110 At 11 Af12 Af13 A114 A115 Af16 Af17 Af18 Af19 At20 Af2f A122 A123 A124 A125 A126 A127 A128 A129 A130 A131 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINl'ESOTA REORCER SY PART NuMEIER 6553 ROOM NAME SCHEDULE ROOM NAME MUL Tl-PURPOSE ROOM STORAGE MENS RESTROOM WOMENS RESTROOM STORAGE CLOSET CORRIDOR MEETING ROOM STORAGE A,V. IDF WARMING KITCHEN CORRIDOR MENS RESTROOM WOMENS RESTROOM JANITOR ELECTRICAL STORAGE ACTIVITY ROOM LOBBY RECEPTION OFFICE/COPY mOQM SUPERVISOR OFFICE STORAGE TOILET STORAGE SENIOR f AMIL Y ROOM FIRE SPRINKLER RISER CORRIDOR 1/ESTIBULE 111 1/ESTIBULE •2 ---------_, I DRAWING NUMBER SAFCCJ PRODUCTS • NEW HOPE, MINNESOTA REOFit:l;R BY PART NUl'vlEIER 6553 _, I DRAWING NUMBER SAFC□ PR□□ucrs • NE'N HOPE, MINNESOTA FEORClER BY PNTT NUMBER 6653 -!'!!l!rl'K!!/~'l!'!'!!!l'T~T!'.!~'~"'"------- DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNEscrrA FIEOROER BY PART NUMBER 8553 --------;,c;--:-.r<rn'rl:ir"'1~r;l{;w,;;Jlir-___ _ Cf) ~~ ~ , I qv -~: i i . i · I I. I 1· , I , I, . I ·1 . I I · · 1, , I I 1· . I I · · 0-----------~1--------1·-------------------------------------------------------~-----------~----~□~~. £U---------------------U~.,-1'~□--;1 ---------------------------0 I. , I I 'I I · · I, I I . i ! i i 0------------tt------ ' I ' I ' I r----------,. ' ' ' ' I I L----------.l r----------, ' ' ' ' I I L-----------" r----------, ' ' ' ' I I 1,. __________ J ' I ' I ' I ' I ' I I AIOO I ' I ' I ' I I 'i @--------------: r.===•.::::::c:==l ,-----, ,r:O..: : II I I ' I ' ~l,,,-:.1 : ' ' ,,.J ' t' ' ,. I I '-----.J ' I I AIOI I ' I SEE DETAIL ' I 7 /E7 .0 (TYPICAL) ' 0--~-------!, I ~~~~~~~d=======~d========CjL.--_r------1-'=-@--' A I I Al29 I ' ,. [ A102 ! f I AIJO I f I I l~===,;,i i 01 IOI 0f ' ' ! ' I ' ' I ' ' ' ' ' ' ' ' ! Al□3 I I i Q_ Q O 010, t1LE~~~3 I Al04 [ C I Al31 I I Al06 [ 0--_r-------i ~==== 1 I I [ All2 [ ' I I Al24 [ ' I ' I rn I Al23 I \ [ A127 [ 1 I Al21 [ I L---:7 o:J I r£' [r. D / / r£' I A!l9 I / --ff r==~~~ G::al :=ti >~ D [I] [ AI07 [ I -----------------------------------------------------t IA108[ I Alll I D '>-' f [ All7 [ [ A118 [ {1) 2·c.o. TO MAINTENANCE BUILDING EQUIPMENT BACKBOARD FOR FUTURE TELEPHONE SERVICE. (BUILDING 'C') ~ (1) 2" C.O. FOR SITE CCTV I INTERCONNECTION. FOR CONTINUATION SEE SITE ELECTRICAL DRAl'w1NGS. I Al28 [ I ~=='-'=~;-_::-l _____________ _J_-i--------. -~---© I I I ' I ' ORA.WING NUMBER , DWG 447-6 69 of 102 SAFC0 PROOl!CTS ·• • NEW HOPE, MINNESOTA IIIEOROER ff/ PAITT Nl.JMf3ER 6553 ---1'fSl110!l'll6f'.!i"IIIITll 111SUlll' -- CD ® @ © ® KEYNOTES SECURITY ALARM PANEL. FACP SECLRITY SYSTEM KEYPAD . AT ROOF HATCH, PROVIDE 1 1/4" CONDUIT ANO 4 CAT5 4-PAIR CABLES ROUTED BELOW GRADE BACK TO MAIN TELEPHONE BACKBOARD. SEE DETAIL 6/t7.0, (TYPICAL) •1111 s □,, 55.23 u~ T LI R P I N & R A T T A N ENGINEEFUNG, INC. ARCHITECT CONSULTING ELECTRICAL ENGINEERS 4719 PALM AVENUE LA MESA, CA 91941•5221 619 / 455 / 6224 ,AX 456 / 5233 E .. MAIL: ENGINEER@TREISO.COM SEE DETAIL 8/t7.0 (TIPICAL) +84" I ' I I I I I (1) 2" C.O. ROUTED U/G TO BUILDING 'D' FOR CONTINUATION SEE SITE PLANS. NTD ARCHITECTS @-----------3 I ' , I I , , I 0-il -----------n· --------·--t----------------··--------------LI , I I . , I I , . I I , , I I , , I I . , I I , , I I , , I cb ~ ' I ' • I ' u····----------i, I ' I ' I ' I ' I ' I ' I 3 I I .l ------~---------------+------------0 I ! .I, l i ! Sl~RELii~rc~Tli:A~~S ________________________ 1 _____ -~---------------(TYPICAL) ________ --0 , I - I ' @ ' I ' I ' I ' I ' I ' I ' I ' 0 / NOTE FOR EXACT PLACEMENT Of' ALL ELECTRICAL DEVICES AT CASEWORK AREAS COORDINATE WllH RESPECTII/E ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN, PROJECT 4719 Viewridge Ave., Suite 200 Scm Diego, CA 92123 Clerldoro • SJn Diego • Aubum CITY OF CAfl.SBAD, CONTRACT NO. 36991 AVIARA COMMlNTY PARK DRAWING TITLE NO. DATE COMMUNITY CENTER BUILDING SIGNAL PLAN REVISION COMMENTS DRAWN BY T£ PROJECT NO. 2000-0247 CHECKED BY DATE TK c 12-09-03 DRAWING NO. COMMUNITY CENTER SIGNAL PLAN SCALE, 1/8'. 1-0· '--I-/ ~'4----+-----1 E3 2 • SHEET CF I DRAWING NUMBER SAFClJ PROOUCfS • NEW HOPE, M!NNESDTA REORtl::R BY -PAITT Nl.JfvtlEA 8553 --,mrno11mr.F!l"~lf!TQN1i1~llllf--- ROOM NAME SCHEDll.E RM.§ ROOM NAME A100 MULTI-PURPOSE ROOM A101 STORAGE A102 MENS RESlROOM A103 WOMENS RESlROOM A104 STORAGE A105 CLOSET A106 CORRIDOR A107 MEETING ROOM A108 STORAGE A109 A.V. A110 IDF A111 WARMING KITCHEN A112 CORRIDOR A113 MENS RESlROOM A114 WOMENS RESlROOM A115 JANITOR A116 ELEClRICAL A117 STORAGE --_All§_ ACTIVITY ROOM ___ , A119 LOBBY A120 RECEPTION A121 OFFICE/COPY /ROOM A122 SUPERVISOR A123 OFFICE A124 STORAGE A125 TOILET A126 STORAGE A127 SENIOR F" AMIL Y ROOM A128 FIRE SPRINKLER RISER A129 CORRIDOR A130 VESTIBULE 1 A131 VESTIBULE 2 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORtal SY PAFTT NUM86=1 8553 -----1----~P(j.s,u,,.,ili,;:l;,,.-:,W~,u,,,~, .. i.;:,";-"--- ' I ' I ' @}------------I I A!0l I ' I ' I -, ' I Al00 I m ' - 0--~ !1~ffiF~=-~-~~~~====~d=====~1 ~L--0--_r=--=--=--~,-= · 1tmM \::Y I IA129I 0-__ r-------1, ~=== , I A124 I \__ I ' ! I==== I I I I I I A121 I I I L ___ 7 ' ,"\ Ir< .,------7 '✓ L--,-, I I I I I I I I I I A120 I I I I I I I I I I I I I I I .,.'\ r __ ...1_.J t t,·; "'--- - - - -.J ' ~0 i . DRAWING NUMBER SAFOJ ~□DUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMEleR 651!5.:l I A119 I ~--,Y,ri;;i~• fr' 3'::JE:3f:::3Eq lA ~ I\ tlEeee=eec='-'====:::::.I ~ I A127 I ID @----------- I ' I ' I 0------------i ----------------------------1 ' I ' I ' I ' I ' I ' I ' I ' 0 COMMUNITY CENTER FIRE ALARM PLAN SCALE1 1/8' • 1'-0' [r. D I ' I ' ! • ir-------------0 I ' I ' I ' I ' I ' I ' I ' i ' @ CJ Eal (c) '--" DRAWING NUMBER SAFCO PRODUCTS • NE\N HOPE, MINNESOTA REORDER BY PART Nl.lMSER 6553 --!"'~IT!'!"!!!""'JS"!!!lrT!l!''1'•"!N~--- ,,----__ ~ ( D) ~I- ' I ' I ' I ' I ' I ' I ------ (p) 'y' DRAWING NUMBER SAFOJ PRODUCTS • NEW HOPE, MINNESOTA REORLlcR BY PAAT NUMBER 8553 --PllSITIIINDlllFlll'PIJIITOll-rljl~lllll'------------:' ,,--.__ ,-,,----,------------------------------(0 □ ---------------------------0 \ I A!07 I :::::-:::::ccc:_::;c::c:c:::;::::::::::::::::::c:::::qa , ' ' ' lh1w""•,-1"'1w-""'11w""• rl ~ h:::====-1 I A130 I ~ !Al03! /\/\/\/'\ 0 0 'O Q 0 I A104 I -----------------I ,,_,,_,,, ... I -IA10GI (___) ~~~~~ I A I A131 I j A!05 J l.,_/ '-,__ <)I! I A112 I ;=t] D ' I ' • I I A108 I • • ✓ ' ' ' ' rr I A116 I I! ! r! -~~=='. r'· I I. ~ I A117 I I A118 I [_ "rrbo· ~~ @fil__j ;:::==='-'='===i'---------------------------0 I ' I ' I ' I ' I J:ll;f~~~~~:E~~~~~I _____ ~--------------.---· ------------0 I ! , I r:::-r------------1i I I , ------------------------'--------+-----------------------------0 . I ' I ' I ' ' I ' I ' I ' I I ' I ' I ' I ' I ' I ' ' i ' I ' @ I 0 / DRAWING NUMBER DWG 447•6 70 of 102 IAFCO PRODUCTS • r,E-N HOPE. MINNESOTA Al=:Of!DER BY PAAT NUM89=1 8553 --~~!"""''!!'~!!'T'!'!''T'l''~~I!"'--- KEYNOTES (D 3/4' CONDUIT AND WIRING AS REQUIRED TO PIV. COORDINATE FINAL LOCATION WITI-1 CIVIL DRAWINGS PRIOR TO ROUGH-IN. -- so 1 1 56.23 & RATTAN ARCHITECT PROJECT t:□NSULTING ELECTRICAL ENGINEERS 471 9 PALM AVENUE LA MESA, CA 91941-5221 61 9 / 466 / 6224 ~AX 466 / 623:3 £-MAIL: ENC:IINEER@IREISO.COM NTD A R C H I T E C T 8 4719 Viewri~ge Ave., Sllite 200 San Diego, CA 92123 Gtend□ra • Sen Diego • Auburn CITY OF CAFLSBAD, CONTRACT NO. 36991 A'IIARA COMMUNTY PARK DRAWING TITLE COMMUNITY CEITTER BUILDINQ RAE ALARM PLAN REVISION COMMENTS DRAWN BY FIROJECT NO. JF 2000-0247 CHECKED BY DATE TK @ 12-09-03 DRAWING NO. E3.3 SHEEf 10 OF Io)- DRAWING NUMBER SAFCa PRODUCTS • NEW HOPE, MINN!':SOTA FIEORDEA BY PART NUMEIER 8553 DRAWING NUMBER SAFOJ ?AOOUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6553 DRAWING NUMBER SAFOJ PRODUCTS • NEW HOPE, MINNESOTA FIEcOADER BY PAFIT NUMEIER 6553 DRAWING NUMBER SAFOO PA□Du:JTS • NEW HOPE, MINNESOTA FIE:ORDER SY !¼FIT NLJMBl:R 8553 DRAWING NUMBER SAFCO PRODUCTS • NE'IN HOPE, MINNESOTA FtECADER BY PART NUMBER 8553 DRAWING NUMBER DWG 447-6 71of 102 iAFCO PRODUCTS • NEW HOPE, MINNESOTA FlaJ:lDER BY PART NUMEIER 8553 --1 -----POSITIIINID&EOFfRlll1'111100UNE---, ------l'D:lrJIDN!llSE!lf!'IUllTOHTIIISllllE---· -I •" --Pll3lllOll!ll!IEOF~llfTOIITIIISLIIE------j ---l'OimON!lHIEll'~INTOIITIIISLINE"------t -----l'08lllllffl!ll6EOFfllHTIINT11SLIME------~ -----PCSIT1IINEDGE!!ffl111TIIIIJlll:LIII~---- AGp ~ (f q:J . I I 1i i 'I I I. 1· , I I, , , I , I I. , I . , I ' I I I , I , ---·---------·---------+l-------+·----------------------·-----. ---· " --------· ---···. ---. ---------_ ---------~-----------+-I ' . I ' -----------------------n--------t--------------------------------------------. ---------t-----------+-· . I I I I, ---t-----~-------------------+---,i , jl '~ · / I (:;:\ ------------------------'--"------'.----I / ~ 'I ;,------------------------------------------------------------------------------71:===1=====:'::::::::::::==11 I, : ."" /: I! : '" // : '1 I : ', : ' : ' /' :~ ii : " . :u? 111' ''1 1 " _/ I T ON. I ' I '! ~ I ,. ' ~ ! ' (0-------------------------I ~ ',---------------< I // I + 0-41 0 o, ' ---------------~-- ' I I I I I I I I I I I ,-- 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 600V/60A/JP ~-----U============:;::====;-t-~ DISC. S\\1TCH 111TH 111' J 50A T.O. FUSES ----tt----7 -1 --------------~ I I I I + ON. I 2"-3#4/0+1#4 EG TO MAIN S\\1TCHBOARD I ON. KIT-41 0 0 ------------------------© 600V/60A/3P /WP DISC. S\\1TCH 111TH I WP 600V/400A/JP/WP &'\_ 1 0~ ON. g~~ ~~:%stc:i====u7======~:::;::::====::;.-1 ________________________ _r-B @---------------------- ' I ' I I I I I I I I I I I I I I L ____________ _ 50A T.O. FUSES ----- ---- r----------------11--------------~0-J,-S~OV/10~~;,.,,-- I ON. DI C. S\\1TCH 111TH A-38,40,42 1"-3#4+1f10 EG ' I I ~ I I I I I I I I I I I I ----------I I J I I. I I I 0 0 B-6 0 0 70 T.O. FUSES WP □ ON. I I I I I I I I I I I \ ' \ \ \ ' ' I JI '-·' I I 0 l--=1====-ll-----------------------------0 .--- ' I I I I I I I I I I I ' ~7------------------r------------------: I I I I I l I I L------------------~ I '--------,H-----------·-·····----------·---·---------··· ---=~~---. ------------------------------'6' I I · \.V I 0-------------------------r----------------------------~~-~ i i '-------+---',-------------------------·t·-----j---·-----------------------0 ' I i i ' I i i ' I ' I ' I i i i i i i ' I ' I i i i i ' cb Jv ~ COMMUNITY CENTER ROOF PLAN SCALE: 1/8' • 1'-0' KEYNOTES ■ill SD l l 56.23 u~ T LI R P I N & R A T T A N ENGINEERING, INC. ARCHITECT PROJECT CONSULTING ELECTRtDAL E:NGINEERS 471 9 PALM AVENUE LA MESA, CA 91941·5221 619 / 455 / 5224 F"AX 455 / 52:3:3 E·MAI L~ ENGINEER@TREISO .COM NTD ARCHITECTS 4719 Viewridge Ave., Si.lite 200 San Diego, CA 9212.3 Gleodoro • San Ciego • Auburn CITY OF CARLS8AD, CONTRACT NO. 36991 AVIARA COMMUNrrY PARK DRAWING TITLE NO. DATE COMMUNITY CENTER BUILDING ROOF PLAN REVISION COMMENTS DRAWN BY JF PROJECT NO. 2000-0247 CHECKED BY DATE TK @ 12-09-03 DRAWING NO. E4.0 SHEET 1 OF ) 0 DRAWING NUMBER BAFCO PRODUCTS • NEW HOPE, MINNESOTA FEORbER BV PART NUM9HI 8553 --rrut1T111Nffl1'.r!IF,..,,.IJIIT1il!:Ull'I'-----~1---- DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, M1Nr£SOTA REORDER BY PAITT NUMBER 6553 ---POSITION ill!IEOF PRJNTOIITl!IS LINE-- SOG&E TRANSFORMER SOG&E TRANSFORMER AND All UTILITY WORK IS SHOWN UNDER SEPARATE SITE ELECTRICAL CONTRACT DRAWINGS. lsc = 42K AIC (MAX.) DRAWING NUMBER DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA Fl'.OROER BY PART Nur,,men 6553 DRAWING NUMBER 5AFCO PRODUCTS • NEW HOPE, 11111NNESOTA FIECflOER BY PART NUMBER 13553 ----I S/l-.FCO PRODUCTS • NEW HOPE, MINNESOTA REORCJER BY PART NUMSER 8553 -1'113rflllN UIIIE OF PRINTONTIOSl.lkt---1'113ITIIINmtlEOFPRlkTIIIITIIISlllE------1-----POSITIINEDGl:OffllHTIIITIIISUNt-- FULL LENG1H COPPER , GROUND BUS. 1£/0 BARE COPPER TO 25-0" LO~G. UFER GROUND IN BUILDING FOOTING.' -l FULL LENG1H COPPER BURIED MINIMUM 24" BELOW FINISHED GRAD(D MAIN SWITCHBOARD 'MHSB' (NEMA 1 ENCLOSURE) NEUTRAL BUS. 1"'10 COPPER TO C.W. PIPE .• ,-----------------------------------------------------,---------------t-i---7 . : j ! •~M-• ...-.. 1200A 120/208¥, 3¢, 4W COPPER BUS (BRACE FOR 42K AIC) I \MJ 1200AT J J J J , J J : ci 1200Af TRANSFER 100AS ·, 200AS ·, 200AS •, 100AS • 200AS I 200AS ' 400AS ' I <.i Mii~ (SERVICE RA TEO JP JP 3P •. JP JP 3P 3P : :'.?._ 1200A/4P ATS) 100AF 150AF 200Af 100Af ) 200AF 200AF ! l 225AF L~ ---------t-_____ _J1:_P_N-R~L ,._ -~PN:R_Kl_ --(LP~=-~-_jl!._N-R~2. c..JLPN:~l'.2..+-(LP~_:-RK) _ _J~~N-R~)_ ~------ - ( 1200AT ., 1200AF ,@, JP STANDBY GENERATOR 350 KW 120/208¥ 31! 4W " ci "' !ii ci ;, ~ "' --Ii, f + -.. + ... ~ ,I t • 1n .\::!. ~ ~ -I -:< • j:t, -"' "' . . i -~ . . 'l PANEL PANEL T'ISS 'A' 'B" 13 to -ci w ~ ~ -+ * I f ~ ~ ~ -p "' PANEL PANEL ·c· ·o· ci w ;, -~ ;, ... I ~ ~ ' -"' PANEL 'KIT' SEE SPECS. (KITCHEN) COMMUNITY BUILDING SINGLE LINE DIAGRAM SCALE: NONE I }' 400A/.lP ,1:"v AC-2 (191 FLA) I I I I I I I I I _J I/ 1#3/0 TO 10'-0" X 3/4" DIAMETER COPPER CLAD STEEL GROUND ROO. FULLY BUSSED SPACE TVSS PANEL 'A" PANEL 'B' PANEL 'C' PANEL 'O' PANEL 'KIT' A/C-3 TOTAL LOAD CAI..CUU.TIONS 5 AMPS 68 AMPS 138 AMPS 137 AMPS 134 AMPS 102 AMPS 191 AMPS 675 AMPS DRAWING NUMBER DWG 447-6 72 of 102 ISAFCCl PROOUCfS • NEW HOPE, MINNESOTA FUCG10ER BY PART NUMBER 8553 -PIW110N Ill~"' Of~wtl!fl~ 1_!111'----·-~•·' ···--.. '~·--·,· CD KEYNOTES UFER GROUND SHALL CONSIST OF #4/0 BARE COPPER, 25' -0" LONG, DIRECT BUl<IED AT BUILDING FOOTING AT A MINIMUM 24" BELOW FINISHED GRADE. ·m so, , 56.23 ullli! T U R P I N & R A T T A N ENGINEERING, INC. ARCHITECT SEAL PROJECT CONSULTING E.LECTf.!.ICAL ENGINEERS 4719 PALM AVENUE LA MESA, CA 91 941 •5221 61 g I 466 / 62:24 FAX 466 / 6233 E~MAIL: ENGINEER.@TREISO.CCIM NTD A R C H I T E C T I 4719 Viewridge Ave., Suite 2(]0 San Diego, CA 92123 C1eridora • San Diego • Auburn CfTY OF CAFLSBAD, CONTRACT NO. 36991 A'MRA COMMUNITY PARK OAAWJNG TITLE NO. DATE J I/ I I/ I I/ I COMMUNITY CENTER BUILDING SINGLE LINE DIAGRAM REVISION COMMENTS DRAWN BY JF PROJECT NO. 2000-0247 CHECKED 6Y DATE Tl< IC\ 12-09-03 DRAWING NO. ES.O SHEET 1 d-OF l O ~ ' I ---,---- DRAWING NUMBER SAFCO PRODUCTS • NE'W HOPE. MINNEOOTA REORDER BY PART NUMBER 8553 ---,c;i"iiiN ro.,-;-1F ~--:-~1lllll \.00'-- COMMUNITY CENTER PANELBOARD MOUNTING: .-:SU=R,..,FA.:.:C=.E ___ _ ENlER CABINET AT: BOTTOM VOLTAGE: 120/208V. 30 4W PANEL 'A' DRAWING NUMBER SAFOO PRODUCTS • NEW HOPE, MINNESOTA REOADEA BY PART NUMBER 6553 MAIN: 150A/3P BKR TYPE: SOLT-ON BUSSING: 150 AMP AIC: _10_K_ VOLT-AMPERES fA •B fC L R M BKR. BKR. M VOLT-AMPERES R L ETl-------1 LOCATION ~ ~ ~ i ! ABC ! i ~ C G fA •c LOCATION ~R~~~E~PT~----54C-'0~=--~-·~3~-20,:+.!.j11 2~1-20"+-1~·-+·-+~18~0-+--+--+L~~~L~m~·~PA~N~a~ ~R=~=~~T---~--7=20-_ _,__,_~4~~20'-l-'-<13 4>-1=20'-'-1~_,__,__-+-=60~0:.+ _ _,_Z~D~P=O~=R _ _, FR=cECEP=T~A=l2"-7--+-~-+--+-'-7""20:.+-+-'-4+-+2,,0+:-11 5" 6 1 20 2 105 O"' LIGHTS D oc.R=ECE=P~T~A=12~7 _ _,__,_90=0-+---+---+--+-=5+-+2=0+-'-11 7 8 .. 1:.+=20"+---+-1.!1:e.J~80~6c.J.. _ _j_ _ _J:Off\=Ce=E="'·Toc,RE,,,s'---lo l"SP'c'AA"'E,.,_,~~-+--+-' -+--+-+-+-+2.,-0+:-11 9 10F1:.+=20"+--+--!.!10"+----1--"68"-'7-+--+COR=R,,_ • .:,WO,cR,.:.K -"RO,,,Oc:.iM 0 ... R=ECEP=T~A=12=s,~A=12ca----+---+--'-48°'0:.+_,___,_1 _.._,_1-"2°'0+.o..J1 11 12"'1'-"'20'-'-__,_--'-=2=31---+--.._,_,16"'5-'-4-"M""u"'L]=-P=URP=-o"'SE"-_,o FR.,-ECEP=T_,_A=12=~~A"'12==i-.=.54~0-+~-+--+-+~3+-·+2.,-0+:-1113 14F1:.+=20"+--+--+-+-' --1---+--+SP=AR::.E __ __. "'OFFl=CE=A1=23~--,t---1--"72=0-+---+--+--'-4_.__,.,2"'0+.o..JI 15 18"'1'-"'20'-'--+--+--+---+--·_,_ _ _,_SP=AR::.E __ _, l"O~FFl~C=E~Al~22-c-a!--~f---l-'-7"'20:.+-+-'-4+-·+2.,-0+:-il 17 18~1-20"+--+-+-+--+--+-·-+SP=AR::.E __ __. oc.R=ECEP=TI=OII~, =VIO=R=K-1-=54=0-+---+---+--+-=3_._· _,.,2"'0+.o..J1 19 " 20>-l'-"'20'-'-__,___,__,__' -+---+---1-SP=AR::.E __ __, FR,,,ECEP=c'TI""Ollcc, -"VIO"'R"'K-+--+"'72.,-0~~-1--1--'-4+-· +2.,-0+:-11 21 22.~1:.+=20"+--+-+-+--+-' -1---+SP=AR::.E __ __. ,..A=12~1,-'-WO=R=K~-<---<---+-=5-"40:.+-+-=3_,_· +2=0'-'-'-'1 23 " 24>-l'-"'20'-'--+--+--+---+---+--' -1-SP=AR::.E __ ___, •A __ 12~1,_WOR_K __ ,__72_0_,__-+---+-+-'-4+-·+2=0+c-1I 25 26>-1'+'20c+--1--+-->--' -+---+---1-SP=AR=E __ __, ~C,=OP~IER'===--+---+1=0=00'-l-=--+=1 +-+2"-'0+:-11 27 ~ 28~1:.+=20~-+-+-~--+-' -+--+SP=ARc:cE __ __. ,_.GEN~·~RE_CEP_l _ _,_ _ _,__-+-~5_,_40c.+-+=3+-+2=0+c-11 29 J0>-1'+'20c+--1--+--+---+---+-·__,_SP=AR=E __ __, SPARE • 20 1 31 32.~1:.+=20~-+-+-+-' -+--+-~SP=ARc:cE __ __. SPARE • 20 I ~~1-20"+--+--1---1---+-' -+--+SP"-"'AR,:E __ __. SPARE • 20 I 35 J6.~1CF20~-+-+-+--+--+-' ~SP::.;.:ARc:cE __ __. SPARE • 20 1 381.'3~60:.J._1!.J.__,__J."4"'9"'92w_ _ _J_ _ _(.'A=/(-:!!3 __ -I SPARE • 20 1 39 40 - -4992 i==---f---+---!-,~+-+-+--F:+-:-1 f-4--l--l--l--li---J-:.::=+--+------1 EF-3 696 1 20 1 41 42 - -4992 SUBTOTAL 3240 4240 3000 2750 3051 3523 SUBTOTAL TOTAL VOLT-AMPERES/PHASE VA fB= 7291 VA •c= 6523 VA TOTAL PANEL VOLT-AMPERES: 19804 VA + LCL 4951 VA= 24755 VA AMPS= 69 □ ROUTE CIRCUIT \olA LV. LIGHTING CONTROL PANEL PROGRAM TO TURN ON AT DUSK AND OFF AT DAWN, DAILY. O ROUlE CIRCUIT \olA LV. LIGHTING CONTROL PANEL.EXCEPT EXIT SIGN{S) AND LIGHTS CONTROLLED DIRECTLY BY OCCUPANCY SENSORS, WHICH SHALL BE v.1REO OIRECTL Y TO PANELBOARD. PRO\olDE 100:: RATED NEUTRAL AND GROUND BUSSES. COMMUNITY CENTER PANELBOARD MOUNTING: _S~U~R~FA~CE~---- ENlER CABINET AT: BOTTOM VOLTAGE: 120/206V. 30 4W VOLT-AMPERES L R LOCATION f---~~~--1 T E fA fC G C PANEL 'D' M BKR. BKR. ic,& s• S ~ ABC ~ ~ M R L I E T MAIN: 225A/3P BKR TYPE: BOLT-ON BUSSING: 225 AMP AIC: 10K VOLT-AMPERES LOCATION S C G fA fB ~Fl~O=OR=RE~C __ ~1=0~80~--+--+-·~6_,__·-=20~11 2,_1=2=0~1~_·+-·~18.,-0~-~-~L,;V~.L:c.m=PA-"'N=a'-' l'FL=O:::cllR=RE~C---!---~1~0c:8.:.0+--+-~6~-~:+C-l13 4F1:.+=20"+-~2~-+---1--=~~0:.+--+~~-~=CP_-~1 __ 1 ~FL~O~OR-RE~C---=+---10~8~0+-~6~;=.~:cr.;15 6~1'-"'20=1~__,__,_ _ _,__ _ _,_-=6~00~W=P=O~=--' ~FL=O:::cORc,.:::REc::C __ ~1~0:::cBOc.+=-+-~~-=6~-20:+C-l1 7 8 1 20 6 365 Ml LIGHTS o SHADE Pllll 500 1 20 1 9 10"'1'-"'20'-'--+-....l.'18=.,.. _ _,__~11:.::16:...,._-1.'~0l=LEc.cTS:___---1 f'Ac'10='o'cl/~ALL..:.S:c--+---~-i--,,3~60.,.+~..:.2~-t=-20:+'-!1 11 12 1 20 12 870 CORR. STORES 0 l'A;;.10~0-'l/c-'ALL~S'---36'-'0-=--~~-=2~-t=-20:+C-ll 13 14 1 20 9 1530 LTS MIJLTI-PURPO' 0 ~A::.:10:::c0,c.:A.:c10:c.l __ +--l-'-7"'20:.+=-+~.c.4+--t.=:20:+C-l1 15 16 1 20 9 1530 LlS MIJLTI-PURP05 O ~A=10=0,~A-'10~1 __ ,___+-_+-'-7=-20'-'-_,_-'4_,__-=20c.,...c..,1 17 18 1 20 S 1360 LlS MIJLTI-PURPOS 0 ~A::.:10:::c5 ___ -+1~0:::cBOc.+=-l--~~-=3~3..i.::20:+C-l1 19 20 1 20 8 270 LlS MIJLTI-PURPQ! 0 Al 31 360 2 20 1 21 22"'1'-"'20=1~__,___,_ _ __._=30=c0:.+-->'SCR=EEN=-__ _, Al31 540 3 20 1 ♦Fl:.+=20"+--+--+-+---1---+-"54:,.:0e._+P.cA:,ellO=SID'.'c'...cL='-TG:c.•-1□ A100, A104. A106 720 4 20 1 26 1 20 1024 PATIO POST TOPS 6 ~A-10_0.~A_I0_4~. A_1_06_,__-+-_5_40-+-_ __,__,_~3_,__.+C-20'-l-'-<1 27 26F1:.+=20'+--+--+-+='-l-~76-8-+--+P-'-AccTIO:...:cTR:::cEE'cS=c..i6 0 TOILETS t-=~f----54=0~.,.+=3 +-+2=c0+:-11 29 ,_ JOt-1:.+=20~-+--+-+~-!---+-=5"'00"-+P"'A"'TIO::,,,::,TR::::EW==.S _16 0 LTG MULTI-PURl'O 1530 9 20 1 31 32.~1-20"+--+--+-+"'36,.,0'-l---+--+TR::.:EW=S'-'R""E"°CS'---1 0 LTG MUrn-PURPO 1530 9 20 1 3Je M>-l'-"'20'->--+--+--+---+--=5-"40~--"P~A"'TIO::...:=RE:.:;CS:_____, 0 LTG MULTI-PURPOS 1530 9 20 1 J5 36 .. 1:.+=20"+--+--+-+--l---+-"2"'45"-.J'Pc::A:,.:TIO"-"'WA::cll,,eSc_-16 0 LTG MUL]-PURPO' 1530 9 20 I 37>-38,i.,3=60"+--"1 e-e-L.:4!:9'..-".92u__-1._--l''= l1C-::.-1 __ _.j SPARE 20 1 39 -10 .. 1:.+=20"+--+-l---l---+4:,:9,o,9.e.2-1-_+-------I ~1 a W1M <~1W 4992 SUBTOTAL 7380 5310 5466 8721 9606 9107 SUBTOTAL TOTAL VOLT-AMPERES/PHASE fA= 16101 VA fa= 14916 VA •c= 14573 VA TOTAL PANa VOLT-AMPERES: 45590 VA+ LCL 11398 VA= 56988 VA AMPS= 158 . D ROUTE CIRCUIT \olA LV. LIGHTING CONTROL PANEL. PROGRAM TO TURN ON AT DUSK AND OFF AT DAWN, DAILY. 0 ROUTE CIRCUIT \olA LV. LIGHTING CONTROL PANEL.EXCEPT EXIT SIGN(S) AND LIGHTS CONTROLLED DIRECTLY BY OCCUPANCY SENSORS, l'IHICH SHALL BE 1'<1RED DIRECTLY TO PANELBOARD. PROI/IDE 100% RATED NEUTRAL AND GROUND SUSSES. I> ROUlE CIRCUIT \olA LV. LIGHTING CONTROL PANEL. PROGRAM TO TURN ON AT DUSK AND OFF AT DAWN, DAILY. LIGHTING BRANCH CIRCUIT SHALL NOT BE ENERGIZED UNTIL LOW VOLTAGE MOMENTARY SWITCH IS ENGAGED. VERIFY OVER RIDE CAPABILITY. DRAWING NUMBER SAFCO PAOOUCTS • NEW HOPE, MINNESOTA 1'E0ROER BY PART M..JMEER 8553 ~ -----~ .. ~ =---.,....--..-------- COMMUNITY CENTER PANELBOARD MOUNTING: _SccUccRc.cFA"-'C"'E ___ _ ENlER CABINET AT: BOTTOM VOLTAGE: 120/208V. 30 4W VOLT-AMPERES PANEL 'B' LRMBKR. BKR. LOCATION f---~-~--1 T E I ~. 6 6 • •A fB fC G C S ~ ABC ~ ~ ---.--. I MAIN: 225A/3P BKR TYPE: BOLT-ON BUSSING: 225 AMP AIC: ..!Q!L M R L VOLT-AMPERES I E T >---------' LOCATION S C G tlA •B tlC r.C=OO=R=~7.AR=D __ -36=0-+=----·~2~·-~:cr.;1 I 2F1:.+=20=1-+-'-+'-+~1B~O--l---+--+L~~~L~m~-~PA~N~a'-I ~C~OO=R=~~AR~O __ ,___-~_o-+-=--=2~-~c+-<13 4F1:.+=20=1-+-4·-+--+=60~0-=-+m=P=O~-R_-I COOR~ARD MO 2 W 1 5 ,_ 6 F1:.+=20"+--i-'4~-+--+--+.,_7,e20"-+R.,,,O:,cOF_cRecEc:..C ---1 r.c=oo=R=rr:7.AR0=---+-=-35""0-+--l-~'-+-+-'=2~-20:cr.;1 7 8 1 20 4 700 COURT'r'.ARO 6 SPARE 20 1 9 ,_ 10 1 20 10 650 COLUMNS D r.s"'PA"'RE=----+--+--l-----+-t=c20:cr.;1 11 12""1'-"'-20+--+--+-17c+---+-=~,--10_5_4_,_s=rOR=ES,~TOl_lETS _ _, SPARE 20 I 13 ~ 14 1 20 26 1736 ACTIVIT'r'. ROOM 0 r.A...,1178,~A17017'"',Ac,12c,9-f---!-790""o----+--,4-l-71-20:cr.;1 15 18 1 20 29 1276 LOBBY 0 A118, A117. A129 720 4 20 1 17" 18 1 20 25 1077 LOBBY PERIMETER 0 t::Fl,'.,O-c'OR-A1"'19=~t-1,-,0780=-+---1-='-t--+c'6~-20:cr.;1 19 20 1 20 6 216 REcry]QN 0 FlOOR A119 360 2 20 I 21" 22 1 20 • SPARE 1::,""01LETS-==~-f---t--"-~-t--,,5,.,.40=-+-+-'=3~-20:cr.;I 23 24"'1'-"'-20+--+--1--+---+--+-, -+SP=AR=E __ __, t::A"-11~~~A~11~6 __ -540~+--+--+-+"3+--t=-20:cr.;I 25 26>-1'-"'-20+-__,__,___,___• -+---+--+S,_P~AR=E __ __, ,_SP~AR=E---1--+--+---+-+--+--+"-20'-l-'-<1 27 28~1-20"+--+--+-+--+-'-+--+S"-P,.,AR=E---I r.SP'--'A"'R.:.E ---+--+--+--+-+-+--t=-20:cr.;1 29 " JOt-l'+c'20'+--+--+-+--t----· -+SP="AR=E __ -1 .s.~PA=R=E ~· ---+---+---+--'--+-t-t=20'-l-'-<1 31 I 32.~1-20"+--I-'-+-+-' -+--+-~S::_P:.,AR=E---1 SPARE 20 1 33 1 Mt-1'-l-c'20'+--+--+-+--t--' ---+SP="AR=E __ -1 i;:S::..:PA:::oR:c.E ---!---+--+--+-+-~-20::.i-:1~-=·-1 36.~1-20"+--+-+-+-cc+--+-· ~SP-::.;::ARE=----l r.SP'--'A-"'R=E ---+--+--+--~~~-t=-20=+'-11 37 381-'3'-F-'OCCJ0,-1'-l--+-+7=0~68'-l-=cc+--A~\fi~C-~4~--1 ,_S~PA=R=E---+--+--+---~-+--+--F-20'-l-'-<1~ 40 .. --+---+--+-+-+--+7~0~6~8~-+-------l EF-2 696 1 20 1 41 42 - -7068 SUBTOTAL 3420 2700 3396 10152 9846 10171 SUBTOTAL TOTAL VOLT-AMPERES/PHASE fA= 13572 VA •B= 12546 VA fC= 13567 VA TOTAL PANEL VOLT-AMPERES: 39685 VA + LCL 9921 VAs . 49606 VA AMPS= 138 "-ROUTE CIRCUIT \olA LV. LIGHTING CONTROL PANEL PROGRAM TO TURN ON AT DUSK AND OFF AT 11:30 PM, DAILY. D ROUTE CIRCUIT \olA LV. LIGHTING CONTROL PANEL. PROGRAM TO TURN ON AT DUSK ANO OFF AT OA'IIN, DAILY. 0 ROUTE CIRCUIT VIA LV. LIGHTING CONTROL PANEL,EXCEPT EXIT SIGN(S) AND LIGHTS CONTROLLED DIRECTLY BY OCCUPANCY SENSORS, WHICH SHALL BE v.1RED DIRECTLY TO PANELBOARD. · PRO\olDE 100% RATED NEUTRAL AND GROUND SUSSES. COMMUNITY CENTER PANELBOARD MOUNTING: _Fl_US_H ____ _ ENlER CABINET AT: BOTTOM VOLTAGE: 120/20BV. 30 4W PANEL 'KIT' BKR. M R L MAIN: 225A/3P BKR TYPE: BOLT-ON BUSSING: 225 AMP AIC: 10K VOLT-AMPERES LOCATION L R T E G C M BKR. I A 6 ABC e i I E T >---~-~__, LOCATION GEN RECEPT 900 REFER (2 GEN REC~T ICE MACIIINE C13 1440 GEN RECryT OISHWASIIER OISPOSER OISPOSER OISPOSER GEN REC~T om RECEPT SPARE SPAAE SPARE SPARE SPARE SPARE SPARE 12 10 396 10 10 540 GEN. PO~R 2500 1020 360 396 180 GEN. PO~R 1148 180 1560 396 EF-4 900 SUBTOTAL 5776 2676 3260 TOTAL VOLT-AMPERES/PHASE s ' ~ • 5 ·2011 1 ~ 1 3 1 m 1 s 2 3 1 1 20 1 7 20 I 9 120111 1 20 1 13 20 1 15 20 1 17 20 1 19 20 1 21 20 1 23 20 1 25 20 1 27 20 1 29 20 1 31 20 1133 20 1 J5 1 60 2 37 - -39" 120141 fA"" 13244 VA S C G 2240··· 4 - - 8 I 20 8 1 20 10 1 20 12 2 30 14 - - 16 1 20 18 1 20 20 I 20 22 I 20 24 1 20 :W1201 28 1 20 30 1 20 32 1 20 MI 20 J6 1 20 38 1 20 40 1 20 42 1 20 1 1 1 1 1 1 1 2 I tlA ~48 1020 2400 400 1200 7468 •B= 7644 VA TOTAL PANEL VOLT-AMPERES: 29284 VA + LCL 7321 VA= 36605 PROVIDE 100% RATED NEUTRAL AND GROUND SUSSES. 3648 180 180 960 fC 1356 2400 1200 COFFEE COFFEE FREEZER REFER GEN RECEPT HOT TABLE HOT TABLE GEN RECEPT MICROWAVE HOOD RANGE 1 BO GEN RECEPT SF-1 SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE 4968 5136 SUBTOTAL tlC~ 8396 VA VA AMPS= 102 9 9 2 7 7 16 1 DRAWING NUMBER BAFOO PRODUCTS • ~ HOPE. MINNESOTA RED ADER 8Y !=ART NUMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, t.oflNNESOTA Fieo:IDEA BY PART NLJM!:'.IER 8553 --.--- I COMMUNITY CENTER PANELBOARD MOUNTING: _S=U~R~FA~C~E~--- ENlER CABINET AT: BOTTOM VOLTAGE: 120/208V. 30 4W VOLT-AMPERES PANEL 'c' L R M BKR. BKR. M LOCATION >--------' T E I -•· 5 ! tA •B •cccs~~Ascfis R L E T C G MAIN: 100A/3P BKR TYPE: BOLT-ON BUSSING: 100 AMP AIC: ..!Q!L VOLT-AMPERES fA fB fC LOCATION A110 720 · 4 · 20 1 1 2 1 20 · • · 180 LV. LTG. PANEL ~A"'11~0----+=:.+-~-o-+-~~...:2~-20,:+.!.j13 .~1±~~++6~=~~3~65~-~0~lm~LI~GH~T~s=~□ ~A::.:10::,9,c.:M:..:T.=.G .:;;RM:::.·-+--+---l-'7.,,_20::....L--l-"4~-20:+C-l1 5 B 1 20 16 1371 KITCHEN 0 ._A"-'10"'9,'-'M"'T.,_G ""RM:::.._'-"5""40:.+--+--'--'-=3....__--'-"20~1 7 8 1 ~ 14 868 CONFERENCE O FM"-TG,_Rc,O:::.OM,,__--1---+-'-7"'20::....i.-~~..:,4~-20:+C-l1 9 10 1 20 14 868 CONFERENCE 0 "'M"-TG,_R"'OO"'M"---+---+---+...:7..::.20::....1.-1....:4..,__--'-"20~1 11 ,_ 12 1 ~ 5 310 STORE ROOMS MTG ROOM 720 4 20 1 13 14 1 20 1 300 SCREEN MTG ROOM 540 3 20 1 15 16 1 20 SPARE MTG ROOM 360 2 20 1 17 18 1 20 SPARE MTG ROOU 360 2 20 1 19 ,_ 20 1 20 SPARE * rACP 600 1 20 1 21 22 1 20 SPARE * SECURIT'r'. PANEL 200 1 20 1 24 1 20 SPARE SPARE 20 1 25 26 1 20 SPARE SPARE 20 1 27 28 1 20 SPARE SPARE 20 1 29 JO 1 20 SPARE SUBTOTAL 2340 2220 2000 1348 1233 1681 SUBTOTAL TOTAL VOLT-AMPERES/PHASE •A= 3388 VA tlB= 3453 VA •C-3681 VA TOTAL PANEL VOLT-AMPERES: 10522 VA + LCL 2631 VA,. 13153 VA AMPS= 37 □ ROUTE CIRCUIT VIA LV. LIGHTING CONTROL PANEL PROGRAM TO TURN ON AT DUSK ANO OFF AT DAWN, DAILY. 0 ROUTE CIRCUIT VIA LV. LIGHTING CONTROL PANEL,EXCEPT EXIT SIGN(S) AND LIGHTS CONTROLLED DIRECTLY BY OCCUPANCY SENSORS, WHICH SHALL BE WIRED OIRECTL Y TO PANELBOARD. * PROVIDE LOCK-ON DEVICE FOR 20A/1P BREAKER PROVIDE 100% RAlED NEUTRAL AND GROUND SUSSES. -. i DRAWING NUMBER DWG 447·6 73 of 102 6AFCO PRODUCTS • NEVIi HOPE, MINNESOTA RE□ADER BY PART NUMBER 6553 ---~~~~~~!~'l:'1~:~~r,::'.------------____,, ----------- KEYNOTES •111 s □, , 55.23 11~ T U R P I N & R A T T A N ENGINEERING, INC:. ARCHITECT PROJECT CONSULTING ELEDTRIDAL ENC31NE:ERS 4719 PALM AVENUE LA MESA, CA 91941•S221 61 9 / 466 / 6224 FAX 466 / 62:3:3 E·MAI L: ENGINEER@IREIS D,CDM NTD AICHITECTI 4719 Vttwridge Ave., Suite 200 Son Diego, CA 9212:S Clendorc • SiJn Diego • Aubum CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNrrY PARK DRAWING TITLE NO. DATE I\ I\ COMMUNITY CENTER BUILDING PANEL SCHEDULES ~E'v'ISION COMMENTS DRAWN BY JF PROJECT NO. 2000-0247 CHECKED BY DATE Tl< @ 12-09-03 DRAWING NO. ES.1 SHEET t.3i OF I 0~ DRAWING NUMBER SAFCO PRODUCTS • NEW HCPE, MINNESOTA REORDER BY PART NlJll,,JBEn 6553 DRAWING NUMBER DRAWING NUMBER BAFCO PAO□ucrs • NEW HOPE, MINNESOTA SAFOJ PRODUCTS • f.ENI/ HOPE, MINNESOTA Fl:ORDER BY PART NUMBER 8553 FIEORtJER SY PART NUr,,,tBER 8553 ---~ -----POOITlllNBIGEIIFPIIIHTIINTHISUII---· ---~ - - - --l'IIStTl(INEDlltOFP!IINTONTHISUIIE---- ---=1 --__,__ --roomoNWGEOFP!IINTOIITHISUfE--, - 0 I AIOG ! J Al09 I AllO I KIT-2,4 3 4"-2 EG I A!08 I NEMA 6-30R RECEPTACLE KIT-16 +,4Q __ +_40_ ' i +:40" ' KIT-6 KIT-11 KIT-13,15,17 NOTES KIT-13,14 3/4"-2110+1§10 EG CD \,'ARMING KITCHEN I Alll I KIT-22 KIT-24 +18 • KIT-3 CD PROl/lOE SWITCH ON WALL C +48" AFF AND CONNECTION TO HOOD LIGHTS. . @ POWER FOR l'M-2 IGNITION. COORDINATE Wl1H Dll/lSION 15 PRIOR TO ROUGH-IN. KITCHEN PLAN SCALE: 1/4' • 1'-0' y KIT-18 Kl ~20 r------10 PANEL 'l<I ' I KIT-1 I !I i i . : !L.~ ... -- ® ( 1 I \ \ DRAWING NUMBER SAfCO PRODUCTS • NEW HOPE, MINNESOTA f1Ec:J'1DER BY PART NUMBER 8553 DRAWING NUMBER SAFOO PRODUCTS • r-J2l(J HOPE, M1Nt£SOTA RED.IDEA BY PART NUMBER 8553 ----1 -----POSl110NEDGEOFPIIIITIIITIIISLINE------1 _,,,,,,,,..,.. ------PIISrflllNEOIIEOfl'P,INTIJITHISLIII!------1 --- I , I , I I I I I I \ \ \ \ \,\ I I I ' ,/ I ,/ / I I ·~-i/ '--I ·-._ I , I ' j/' !// I I I I I // I,-I/ j I; // /j // ' ' , - I I I I / /1 It /; /1 It fl /I I I I I I I I i ;: ;/ I 11/ -·;'' . , , , /1/ /if /,/ /:/ . . : , ; .. ' .. / ----------------------------------------- BUILDING 'D' (REFERENCE) :-------------- ! ' I ' I ' ' EMERGENCY GENERATOR POWER PLAN SCALE: 1/4' • f·O' / GENERATOR OUWUT CIRCUIT BREAKER UTILITY PANEL CONTROL PANEL 350KW O.Bpf l20/208V 30 4W GENERATOR IN WP SOUND AmNUATED ENCLOUSURE CMU WALLS AND GATES PER ARCHITEClURAL DRAWINGS. NOTE: CONTRACTOR SHALL VERIFY EXACT CONNECTION LOCATION POINTS Wl1H ENGINE VENDOR PRIOR TO ROUGH-IN. (LOCATIONS SHOWN HERE ARE DIAGRAM A TIC ONLY) '• ' ' . ' ' ·. / y -. / ' ' l ' I I I I I / .-.. I I I \ ' I I I \ I I \ I I I i 1 I I DRAWING NUMBER DWG 447-6 74 of 102 SAFc0 PRODUCTS • NEW 1-KJPE, MINNESOTA F!EOADER BY PAITT NUMElEFl 8553 -POSfTlllNE06£0f'PIUkTIIIITHIS!:"'t- G) KEYNOTES (4) 4"-4#500KCM+1#3/0 EG ROUTED U/G BACK TO ATS AT MAIN SWITCHBOARD. FOR CONTINUATION SEE SITE ELEClRICAL DRAWINGS. 1"-366 (SlRANDED) BACK TO ATS. FOR CONTINUATION SEE SITE ELECTRICAL DRAWINGS. 1 1/2"-3ffei+1#10 EG ROUTED U/G BACK TO PANEL 'KIT'. FOR CONTINUATION SEE SITE ELECTRICAL DRAWINGS. 1 l/2"-20#10 (STRANDED) BACK TO GENERATOR ANNUNCIATOR PANEL IN SUPERVISORS omcE. FOR CONTINUATION SEE SITE ElEClRICAL DRAWINGS. •111 so, , 56.23 u ENGINEERING, INC:. ·~ T LI R P I N & R A T T A N ARCHlTECT PROJECT CONSULTING ELECTRICAL ENGINE'.ER$ 4719 PALM AVENUE LA MESA, CA 91941-5221 619 / 466 / 6224 ,AX 465 / 6233 E-M Al L: EN GINEER@TREl5 0. COM NTD ARCHITECTS •1719 Viewrldge /we., Su~e 200 Son Diego, CA 92123 Glendora • San Diego • Auburn CITY OF CAFLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE NO. CATE COMMUNITY CENTER BUILDING LARGE SCALE PLANS REVISION COMMENTS DRAWN BY .f PROJECT NO. 2000-0247 CHECKED BY DATE TK © 12-09-03 DRAWING NO. E6.0 SHEET OF I 0 .i DRAWlNG NUMBER DRAWING NUMBER DRAWlNG NUMBER DRAWING NUMBER DRAWlNG NUMBER DRAWlNG NUMBER DWG 447-6 75 of 102 SAFCO PRODUCTS • NEW HOPE, MINNESOTA SAFCO PROOUCTS • NEW HCFE, MINNESOTA SAFCO PRODUCTS • NEW HOPE, MINNESOTA SAFCO PRODUCTS • NEW HCFE, MINNESOTA SAFCO PRODUCTS • NEW HOPE, MINNESOTA SAFCO PROOUCTS • NEW HOPE, -..nNNESOTA ~EOAOER SY PART NUMBER 6553 fsEOROER BY PART NUMBER 6553 J;EOROER BY PART /\l..lMBER 8553 ~EOADER BY PART NUMBER 8553 FEORClER BY PAITT NUMEl!:R 8553 FIEOR~R BY PART Nlft.rmER 6553 --1 ,..---_________ '°'_""_'_m"_"_'"_"_"_""_"'_'~-----------1-----~---~------0N_m_ ... _ .. _"_"'_"'_'"" _______ -_____ -1 __________ ----•-•m_°'_._"'"_"'_"_'_"'° _____ -__ -_-__ -___ 1 ___ -________ """_M_m~_•_N_,.,_ .. _"'_'~ ___________ 1 __ -_-----~~-~~---"'----rr-!1_111-•nm= ___ ,:,e __ N_.!"1'_ .. _·T!!_!~l_l_ll• ___________ i ___ ~~-----, .,_-_--_.,_ .. _~~_-)!ff_ .. _·-"l"_S_l~: ___________ 1 --... -r NEUTRAL GROUND HOT l+I~~ ALL WIRING IN CONDUIT (TYPICAL) 120V POWER ---"'I FACP 1---►PROVIDE OFF-PREMISE MONITORING VIA DEDICATED TELEPHONE LINE. FIRE ALARM RISER DIAGRAM @ NO SCALE E7.0 "" i s f3 OJ Ct: c ) ' LOAD ' I I I"'--WATT STOPPER CAT. ,WS-120 /277 SENSOR. INFRARED WALL NOTES: ADJUST FOR 15 MINUTES OFF DELAY. WIRING DIAGRAM NO SCALE 111-llTE SWITCH PLATE CAT. # ASP-211 SINGLE GANG WALL JUNCTION BOX MOUNTED AT +<18' A.F.F. / 4 ' '-E7.0 ~ WATT STOPPER CAT. fWS-120/277 INFRARED WALL SENSOR. =_., _____ SPEAKER STROBE, HORN STROBE -.---------~ OR STROBE ONLY so· A.F.F. FROM BOTTOM OF LENS OR 6" BELOW CEILING (III-IICHEVER IS LOWER) PER ADA 48' A.F.F PER ADA FINISHED FLOOR FIRE ALARM DEVICE MOUNTING REQUIREMENTS NO SCALE 6 E7.0 STRUCTURE 1/4'-20 LOCKNUT (TYPICAL) --===::.:CT_,..._ JUNCTION BOX CEILING MATERIAL 1/2" CANOPY SLIP RING Wl1H SET SCREW 3/32' DIAMETER STAINLESS STEEL FLEXIBLE TYPE 302/304 7x7 STRANDED AIRCRAFT CABLE. LENGTH AS REQUIRED LOWER FITTING THUMB NUT LIGHT FIXTURE BODY PER FIXTURE SCHEDULE ,.., LOWER FITTING BODY ------~ii-' LOCK-NUTS B01H SIDES POWER FEED WIRES IN CONDUIT SPLICES AS NECESSARY SOLID CORE ALUMINUM BARREL TYPE TOP CABLE FITTING BALL SHANK SHALL BE VENDOR SWAGED ONTO AIRCRAFT CABLE "SO' CORD TIED TO AIRCRAFT CABLE AT REGULAR INTERVALS. PROVIDE SUFFICIENT FREE LENGTH TO ALLOW SWING OF 45' IN ALL DIRECTIONS. {TYPICAL BOTH ENDS) SPLICE CORD TO FIXTURE LEADS AIRCRAFT CABLE INST ALLA itON -FEED END NO SCALE (FIXTURE TYPE 'O') '-E7.0, TO POWER PACK ' LOW VOLTAGE ¼RES, APPROPRIATELY RATED, 3 CONDUCTOR-24 AWG CElLING MATERIAL. 6/32 X 1-1/4" ROUND OR PANHEAD SCREWS (TYPICAL). 360' ULTRASONIC OCCUPANCY SENSOR. SENSOR 'CA"1TY' MOUNTING 6/32 'MNGNUT (TYPICAL) FENDER WASHER 1/4" ID. {TYPICAL) WIRE NUTS - METAL MOUNTING PLATE SUPPLIED WITH SENSOR. IDEAL: 71-B OR EQUAL 1/4"-20 LOCKNUT CEILING MATERIAL CANOPY SLIP RING Wl1H SET SCREW. 3/32' DIA STAINLESS STEEL FLEXIBLE TYPE 302/304 CABLE. LENGTH AS REQ'D. 7X7 STRANDED AIRCRAFT. LOWER FITTING 1HUMB NUT. 1/2' LOWER FITTING BODY - STRUCTURE 1/4'-20 1HREADED ROD ATTACHED TO STRUCTURE ABOVE PER LOCAL CODES. LENG1H AS REQUIRED. SOLID CORE ALUMINUM BARREL TYPE TOP CABLE FITTING. BALL SHANK SHALL BE VENDOR SWAGED ONTO AIRCRAFT CABLE. LIGHT FIXTURE BODY, PER FIXTURE SCHEDULE. LOCK-NUT WITHIN FIXTURE. AIRCRAFT CABLE INSTALLATION -NON FEED END / 3 ', NO SCALE NEUTRAL HOT (FIXTURE TYPE 'O') 111-llTE BLACK +24V D.C. COMMON • POWER PACK WIRING LOA LOAD RED ON/OFF OR DIMMER SWITCH ,__-t-_RED_-_, (IF USED) CONTROL OUTPUT WATT STOPPER CAT #W-SOOA, W-1000A OR W-200A (DEPENDING UPON RESPECTIVE ROOM SIZE.) NOTES '-E7.0, MOUNT SENSOR(S) SYMMETRICALLY "11HIN RESPECTIVE ROOt.1 FOR BEST AND OPTIMUM AREA COVERAGE. SET FOR 15 MINUTES. CEILING MOUNTED OCCUPANCY SENSOR / 5 ' I LIGHTS IN WOMENS TOILET ROOM 8100 LIGHTS IN UTILITY ROOM 8101 LIGHTS IN MENS TOILET ROOM 8102 SWITCHED HOT FROM EACH ROOM (COMMON CIRCUIT ft) TYPICAL. NOTE: BUILDING 'C' SIMILAR EXCEPT CKT UBC-13 FOR EF-7 120V, 20AMP 1 POLE CONTACTOR {TYPICAL OF 3) N NO SCALE r--+--11--+--l•--+---SP,--N C CIRCUIT UBB-13 EF-5 ABOVE CEILING OF WOMENS TOILET EXHAUST FAN INTERLOCK-BUILDING 'B' / 7 ' J NO SCALE '-E7.0,, I I ~ 18' OIA. _ 1 #12 STRANDED BARE TO LIGHTING FIXTURE CRIMP NOTES CD FIXTURE TYPE 'I' AND POLE PER FIXTURE SCHEDULE. ® @ POLE BUTT BASE PER POLE MANUFACTURER. POUR IN PLACE ROUND CONCRETE SUPPORT BASE. POUR INTEGRALLY Wl1H COURTYARD HAROSCAPE. © REINFORCED BASKET, FABRICATED FROM RE-BAR, {6) #5 "1':RTICAL AND #3 TIES AT 12" O.C. PLUS 3 fJ TIES AT 1 1/2' O.C. AT TOP. ALL HORIZONTAL TIES SHALL OVERLAP A MINIMUM OF 12". (BY CONTRACTOR) @ ® (j) ® ® ANCHOR BOLTS, QUANTITY, SIZE AND TENSILE STRENGTH DETERMINED BY POLE/LUMINAIRE MANUFACTURER TO CONFORM TO SPECIFIED WIND LOAD CRITERIA. 3/4" 45' CHAMFER All AROUND. FOLLOWING INSTALLATION AND LEVELING OF POLE/LUMINAIRE ASSEMBLY, GROUT-IN ALL AROUND BETWEEN BOTTOM OF POLE BASE AND TOP OF CONCRETE BASE. STUB SERVICE CONDUIT UP INTO POLE BASE WIRING CAVITY AND BUSH. PROVIDE SUPPORT ANO LEVELING NUTS AT TOP ANO BOTTOM OF POLE BASE PLATE. TWO NUTS PER ANCHOR BOLT. BOLT SPACING PER MOUNTING PLATE. CONTRACTOR TO VERIFY BOLT PATTERN PRIOR TO ROUGH-IN OF CAGE Wl1H MANUFACTURER OF POLE. @) l'ilRING PER LIGHTING PLAN. TYPE (D FIXTURE BASE 0ET AIL NO SCALE KEYNOTES i1"' T LI RP IN ~ ENGINEERING, INC. so 1 1 55.23 & RATTAN ARCHITECT PROJECT C□NSULTINC!i ELECTRICAL ENGINEERS 471 9 PALM AVENUE LA MESA, CA 91941·5221 1519 / 41515 / 15224 ,AX 41515 / 15233 E-MAJL: E'.NGINE:ER@TF~EISO,COM NTD A R C N I T E C T 8 4719 Viewridge A~e., Suite 200 Son Diego, CA 92123 Clendoro e Son Diego • Auburn CITY a= CAFl.SBAD, CONTRACT NO. 86991 AVIARA COMMlNTY PARK DRA~NG "TITLE NO. DATE COMMUNITY CENTER BUILDtNQ ELECTRICAL DETAILS REVISION COMMENTS DRAWN BY Jr PROJECT NO. 2000-0247 CHECKED BY DATE Tl< C 12-09-03 ORAW!NG NO. E7.0 SHEET 75"" or I 0&- DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA SAFcO PRODUCTS • NEVI/ HOPE, MINNESOTA 5.AFCCl PRODUCTS • NEW HOPE, MINNESCTTA SAFCO PRODUCTS • NEW HOPE, MINNESOTA SAFOO PRODUCTS • NEVIi HOPE. MINNESOTA REt'flOER BY PART NlJM8ER 85153 REOREER BY PART NUMBER 8553 REORDER BY PART NUMBER 6553 F!EOFlOER E!Y PART NUMBER 8553 AE□RDEA BY PART NUMBER 8553 ---1 -----PIISITTIINE1111£0FPIIINtONT11ISLII£---------, -----1'113flJG!tBIGEIF1'11NTIINJllll:UN~------1 -· - - --PllSITIIINmGEOFPIIINTIINTHISLINE--~ ---r -----POlllTIONEDGEOfPIINTDIITMISUHt------r -----f'tlsrFIONBlGl:IJF"'INTIIHTIISLll'IE------,_ ~ -- NEUTRAL _ GROUND • HOT s c All l'.lRING IN CONDUIT (TYPICAL) 120V POWER ----1 FACP 1----► PROVIDE OFF-PREMISE MONITORING VIA OEDICATEO TELEPHONE LINE. FIRE ALARM RISER DIAGRAM NO SCALE I ~ ) I LOAD ' I I ~ WATT STOPPER CAT. f/lS-120/ 277 SENSOR. INFRARED WALL NOTES ADJUST FOR 15 MINUTES OFF DELAY. WIRING DIAGRAM NO SCALE 1 E7.1 WHITE Sl'.lTCH PLATE CAT. II ASP-211 SINGLE GANG WALL JUNCTION BOX MOUNTED AT +48" A.F.r. ,r 4 ' E7.1,, WATT STOPPER CAT. lf/lS-120/277 INFRARED WALL SENSOR. ---SPEAKER STROBE, HORN S1ROBE ~--------~ OR STROBE ONLY eo• A.F.F. FROM BOTTOM OF LENS OR 5• BELOW CEILING (WHICHEVER IS LOWER) PER ADA <18" A.F.F PER ADA FINISHED FLOOR -FIRE ALARM DEVICE MOUNTING REQUIREMENTS," 6' NO SCALE E7.1_,, S1RUCTURE 1/4"-20 LOCKNUT (TYPICAL)-~===a:tJ----<-- JUNCTION BOX CEILING MA TERI AL 1/2" CANOPY SLIP RING l'o1TH SET SCREW 3/32" DIAMETER STAINLESS STEEL FLEXIBLE TYPE 302/304 7x7 S1RANDED AIRCRAFT CABLE. LENGTH AS REQUIRED LOWER FITTING THUMB NUT LIGHT FIXTURE BOOY PER FIXTURE SCHEDULE .. , LOCK-NUTS BOTH SIDES POWER FEED WIRES IN CONDUIT SPLICES AS NECESSARY SOLID CORE ALUMINUM BARREL TYPE TOP CABLE FITTING BALL SHANK SHALL BE VENDOR SWAGEO ONTO AIRCRAFT CABLE ·so· CORD TIED TO AIRCRAFT CABLE AT REGULAR INTERVALS. PROVIDE SUFFICIENT FREE LENGTH TO ALLOW SWING OF 45' IN All DIRECTIONS. (TYPICAL BOTH ENDS) 1/4"-20 LOCKNUT CEILING MATERIAL CANOPY SUP RING l'o1TH SET SCREW. 3/32" DIA STAINLESS STEEL FLEXIBLE TYPE 302/304 CABLE. LENGTH AS REQ'O, 7X7 S1RANDED AIRCRAFT. LOWER FITTING THUMB NUT. 1/2" S1RUCTURE 1/4"-20 THREADED ROC ATTACHED TO STRUCTURE ABOVE PER LOCAL CODES. LENGTH AS REQUIRED. SOLID CORE ALUMINUM BARREL TYPE TOP CABLE FITTING. BALL SHANK SHALL BE VENDOR SWAGEO ONTO AIRCRAFT CABLE. LIGHT FIXTURE BODY, PER FIXTURE SCHEDULE. SPLICE CORD TO FIXTURE LEADS =~~~ LOWER FITTING BODY =:.r = !1 I~ LOCK-NUT l'.lTHIN LOWER FITTING BODY ------11,_, LI FIXTURE. AIRCRAFT CABLE INSTALLATION -FEED END AIRCRAFT CABLE INSTALLATION -NON FEED END NO SCALE (FIXTURE TYPE 'o') , E7.1, NO SCALE (FIXTURE TYPE 'O') 42" TO POWER PACK ' LOW VOLTAGE WIRES, APPROPRIATELY RA TEO, 3 CONDUCTOR-24 AWG CEILING MATERIAL. 6/32 X 1-1/4" ROUND OR PANHEAD SCREWS (TYPICAL). 360' ULTRASONIC OCCUPANCY SENSOR. SENSOR 'CAVITY 6/32 l'o1NGNUT (TYPICAL) FENDER WASHER 1 / 4" 10. (TYPICAL) l'.lRE NUTS - METAL MOUNTING PLATE SUPPLIED WITH SENSOR. IDEAL: 71-8 OR EQUAL. NEUTRAL WHITE HOT BLACK +24V D.C. COMMON MOUNTING 1 (TYP) I I 1 #12 S1RANDED BARE TO LIGHTING FIXTURE CRIMP (i) ® @ CEILING MOUNTED OCCUPANCY SENSOR NO SCALE NOTES FIXTURE TYPE 'I' ANO POLE PER FIXTURE SCHEDULE. POLE BUTT BASE PER POI.E MANUFACTURER. POUR IN PLACE ROUND CONCRETE SUPPORT BASE. POUR INTEGRALLY WITH COURTYARD HARDSCAPE. © REINFORCED BASKET, FABRICATED FROM RE-BAR, (6) #5 VERTICAL ANO f3 TIES AT 12" O.C. PLUS 3 f3 TIES AT 1 1/2" O.C. AT TOP. AU. HORIZONTAL TIES SHALL OVERLAP A MINIMUM Of 12". (BY CON1RACTOR) @ ANCHOR BOLTS, QUANTITY, SIZE AND TENSILE STRENGTH DETERMINED BY POLE,A.UMINAIRE MANUFACTURER TO CONFORM TO SPECIFIED WIND LOAD CRITERIA. @ 3/4" 45' CHAMFER All AROUND. 0 FOLLOWING INSTALLATION ANO LE'IEUNG OF POLE,A.UMINAIRE ASSEMBLY, CROUT-IN ALL AROUND BETWEEN BOTTOM OF POLE BASE ANO TOP OF CONCRETE BASE. STUB SERVICE CONDUIT UP INTO POLE BASE l'o1RING CAVITY AND BUSH. PROVIDE SUPPORT AND LEVELING NUTS AT TOP ANO BOTTOM OF POLE BASE PLATE. TWO NUTS PER ANCHOR BOI.T. BOLT SPACING PER MOUNTING PLATE. CQN1RACTOR TO VERIFY BOLT PATTERN PRIOR TO ROUGH-IN OF CACE WITH MANUFACTURER OF POLE. (lg) l'o1RING PER LIGHTING PLAN. TYPE (D FIXTURE BASE DETAIL 7 NO SCALE E7.1 • POWER PACK WIRING 5 E7.1 RED ON/OFF OR DIMMER Sv.lTCH ~..,...._RE_D--, (IF USED) CON1ROL OUTPUT WATT STOPPER CAT #W-500A, W-1000A OR W-200A (DEPENDING UPON RESPECTIVE ROOM SIZE.) NOTES MOUNT SENSOR(S) SYMMETRICALLY WITHIN RESPECTIVE ROOM FOR BEST AND OPTIMUM AREA COVERAGE. SET FOR 15 MINUTES. 3 E7.1 DRAWING NUMBER DWG 447·6 76 of 102 ISAFCO PRODUCTS • NEW HOPE, MINNESOTA REaAtJE!'l BY PART NUMBER 655:3 -l'l1SITION Bllll' ma 1'1NT ON THIS UIIE- ARCHITECT PROJECT KEYNOTES S01156.23 & RATTAN C::ON9ULTING ELECTRICAL ENGINE:ERS 4719 PALM AVENUE LA MESA, CA 91941·5221 61 g / 466 / 6224 ~AX 466 / 6233 E-MAIL: ENGINE:ER@TREISD.CDM NTD A R C H I T E C T I 4719 Viewrkfge Ave., si..te 200 San Diego, CA 92123 Clendora • San Diego • Aubum CITY OF CAR.SBAD, CONTRACT NO. 36991 AVIAAA COMMUNITY PARK DRAWtNG TITLE COMMUNITY CENTER BULDINQ ELECTRICAL DETAILS REVJSION COMMEITTS DRAWN BY JF PROJECT NO. 2000-0247 CHECKED BY DATE Tl< C 12-09-03 DAAWING NO. E7.1 SHEET lei OF / 0 &- I ;: • DRAWING NUMBER SAFOJ PRODUCTS • NEV\f HOPE, MINNESOTA Fl'c:OAtl:R BY PART MJMBEFI 6553 DRAWING NUMBER Sllf=CCl PRODUCTS • NEW HOPE, MINNESOTA FlEOROER BY PART NUMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NEW HCJlE, MINNESOTA FIEORCER BY PART NUMBER 8553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA F!EOROER BY PAFTT NUMBER 8553 --~9!TIOl!Ello;EIJfPl!ll(r!JIITl!~~•III~----l'IISITIONl:O&Ell'ffllNTOHTNIS Ulft:-----~r-----POSJTIIH~OF1'11111TONTHl$UNE- • 0 ® ,--JH--G) G) G) J -------------J ------------- I I I I ·-·-· I ' ' JUNCTION BOX FOR MOTOR {nPICAL) 99 ____ Ci)m ---------------J --m-.~G) r--+H--G) J ----------------- " / / , ' ,/ ''--... / " I . ' '/ >.s 1:, / " :-I 1· , I I ' I ' "' 1', I I I I , ' " / " // ' , ' " // " /. / ..... ,:_ ___ ·-/ MUL Tl-PURPOSE ROOM A 100 -NORTH WALL 1 SCALE: 1/4'=1'-0" E7.2 ~NCTION BOX , _ FOR MOTOR (TYPICAL) , , 13'-0' 3'-0' -MEETING ROOM A 107 -NORTH WALL ,, 3 ' SCALE: 1/4"c!'-O" "E7.2., ,--m---G) I ,,/· ..... / " ·1 1· " / " ,/ ", ~/ r JUNCTION BOX -'l'----r---------------~.---------------+-F~07R MOTOR (nPICAL) I : ©-+1+'"--..I@----- JUNCTION BOX .,\.-1 FOR MOTOR (nPICAL) \ ..... _ ! @':,: ::::::j~~®::;----,\G::::+~(5®)-- • 0 -< ) ' , \ / ' , '..,./ ' I ' I j • I I I I I : / : / i ,/· ~ I '2' i \V ' 1 -,, ------------·------·--·---·--, ~, --··-···-----·-·-------, I --- - - ' I I ® r--fH--G) J ------- I I J I'. I .. ' 1j i LJ MEETING ROOM A 107 -WEST WALL 4 ACTIVITY ROOM A118 -SOUTH WALL/ 5' SCALE: 1/4"=1'-0" E7,2 "-- JUNCTION BOX " ~ FOR SHADES (nP!CAL) ~ \ ., lo) .lo) ""' re) " ~ --------------, -.<-----------·-, 'd-------------, u --------------, I ri r--------------1 ii, - • I I I I "' I C'l - .. --- SENIOR FAMILY ROOM A 127 -SOUTH WALL ,, 7 SCALE: 1/4"=1'-0" "E7.2 SCALE: 1/4"=1'-0" (j JUNCTION BOX FOR SHADES (nPICAL) 6 © --------------------------------------------7 I I I I I ·1 ' \ \ , ' I I ---------------------, , \ \ 1· , I , I I E7.2 SENIOR FAMILY ROOM A 127 -WEST WALL ,, s ' SCALE: l/4"c1'-0" -.---r-- - ,,...-ttt-,G) I DRAWING NUMBER SAFOJ PAOOUCTS • NEW HOPE, MINNESOTA REDFl□ER BY PART NUMEER 6553 --PIISfllON!llllfOFl'IIIIITOHllUSLIIIE-. ~ I ~NCTION BOX FOR MOTOR {nPICAL) ,,...-111-G) ,--JH--G) I I I I - • 0 I ru - MUL Tl-PURPOSE ROOM A 100 -WEST WALL ' 2 ' SCALE: 1/4"=1'-0" "E7.2., ' , ' , \. /I \ ;' ,~-~. ~--~ ' , I , I ' i ' ' h ., I ACTIVITY ROOM A118 -WEST WALL 6 SCALE: 1/4"c1'-0" CIRCUITING PER POWER PLAN MAXIMUM 4 SHADES PER CON1ROLLER J 120V POWER LOOPED TO ALL CON1ROLLERS. l/2"-6/120 BY CON1RACTOR E7,2 __,.---ROUTE CONCEALEO \';lTHIN BUILDING 3/4"-3#12+1#12 EG TO EACH SHADE MOTOR (nPICAL) SHADE MOTOR CON1ROLLER(S) SURFACE MOUNTED HIGH ON WALL. {nPICAL) UP /tlOY,N CON1ROL l'.1RING LOOPED BETWEEN CON1ROLLERS SINGLE MASTER UP /tlOY,N SWITCH FURNISHED WITH CON1ROLLER, -TYPICAL SHADE CONTROLLER INSTALLATION ,, 9 ' SCALE: NONE ,_ E7.2 ~ DRAWING NUMBER DWG 447--6 77 of 102 SAFCO PRODUCTS • r.EN HOPE. MINNESOTA FEOROER BY PAAT NUMBER 6553 --PIISfllON!D&EGFl'l'.INTOIITIIISLINE--- KEYNOTES G) 3/4"-3#12+1#12 EG BACK TO SHADE CONTROLLER(S) IN ROOM A104, (D PROI/TDE FINAL 120V POWER CONNECTION TO SHADE MOTOR AT l'llNDOW. (TYPICAL) @ FLUSH MOUNTED I-GANG JUNCTION BOX AT CORNER OF WINDOW/DOOR OPENING. (nPICAL) © 3/4"-3{/12+1#12 EG BACK TO SHADE CONlROLLER(S) IN ROOM A108. ® 3/4"-3#12+1112 EG BACK TO SHADE CONlROLLER(S) IN ROOM A117. © 3/4"-3#12+1#12 EG BACK TO SHADE CONTROLLER(S) IN ROOM A129. (2) GENERAL: FOR nPICAL CONNECTIONS AT SHADE C.ONTROLLERS SEE DETAIL 9/t7.2. ARCHITECT ?ROJECT so 1 1 56.23 & RATTAN CONSULTING ELECTRICAL ENGINEERS 4719 PALM AVENUE LA MESA, CA 91941·S221 519 / 455 / 5224 •AX 455 / 5233 E-MAIL: ENCSINEER@TREl90,COM NTD A R C H I T E C T I 4719 Viewrldge Ave., Suite 200 San Diego, CA 92123 Glendora • Son Diego • Auburn CITY OF CAFLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING INTERIOR ELEV A TIONS NO. DATE REVISION COMMENTS DRAWN BY PROJECT NO. JF 2000-0247 CHECKEO BY OAT!; Tl< C 12-09-03 DRAWING NO. E7.2 SHEET 1 'l OF ) 0 0- I ' DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA AECl'IDER BY PART NUMBER 8553 DRAWING NUMBER SAFCCJ PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 8553 DRAWING NUMBER SAFC:O PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 8553 DRAWING NUMBER SAFCO PROCIUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NPN HOPE, MlNl'ESOTA AEOFIOER BY PART NUM8E1'l 8553 ---r------,--l'OSrTIIIH [DGt Of PRINT 1111 TIIIS LINE-------r------l'!l~tnnNFDl'J'rlFPRDITIIIITHl~LIIE------r-----!'ll!IITlnNFllr.!'!IFPIIIN1'111Tlll!lLINI'-------r------l'OllmDNBleEDFPIU-'ITIIITlll!lLINE-------r------PllsmONEDllEDFJ'lllln'ONTIIJSLIIE-------r--- . \ \ E UIPMENT AND UTILITY SCHEDULE. EQUIPMENT ELECTRICAL ,D '-DIRECT" CONNECTION • . . • C -CONVENIENCE OUTLE'r, ITEM QTY BASE DESCRIPTION VOLTS 1 1 CASTERS RANGE WITH DOUBLE OVEN 120 2 2 " 2 SECTION REFRIGERATOR 120 . 3 1 " SINGLE SECTION FREEZER .120 4 4 " WORK TABLES, 30 11X48" 5 1 LEGS WORK TABLE, 3011X60 11 6 1lot LEGS LOCKERS 7 1 tASTERS HOT FOOD TABLE, DRY HEAT S.TYLE 208 8 llot • STORAGE SHELVING g 1 LEGS COFFEE MAKER WITH WARMERS 12oh40 10 1 DISPOSER 208 11 1 PRE-RINSE UNIT 12 1 LEGS DISHWASHER, "LOW-TEMP" STYLE 120 13 1 • 120 ICE MACHINE ON BIN ... 14 1 EXHAUST HOOD, UL LISTED 120 15 1 EXHAUST AND MAKE OP AIR SYSTEM (HVAC) SEE 16 1 FIRE SYSTEM FOR HOOD 12.0. ·17 1 MICRO-I/AVE OVEN 120 18 1 LEGS BASE COUNTER 19 1lot WALL MOUNTED CABINETS 20 1lot LEGS DISHTABLES 21 1 " POT SINK UNIT, 3 COMPARTMENT . . .. 22 4 OVER SHELVES, WALL MOUNTED ' 23 1 HANO SINK WITH SOAP & TOWEL DISPS. 24 1 JANITOR SINK, BY PLUMBER 25 1 FAUCET WITH ANTI-SYPHON DEVICE BY PLMBR 26 1 €HEMICil.L SHELF, WALL MOUNTED 27 1 LEGS PREP SINK UNIT ... 28 2 .. FAUCETS, SPLASH MOUNTED . . . . . 29 1 MOP RACK, WALL MOUNTED . ·30 1lot. WALL FLASHING, TRIM & GUARDS . . .. . . 2G' 19 121 , l 17 ------------------------- 18 V 5 I.!) ,. . - IU To . FS_ LEVATION 1 ·-. - 48' ..... ,-, .. -·•·-········· 2•-·•· ..• . ► .•• ' •• 0 FS • -...ELEVATIO.N. 3 .. , .... ~ I . ~s.Y 2 I -.... --. -2 (§ . . -iu l . @ e - " . --. 1811 ' 1=G'-- 71 ( .J I I FS ~-ELEVAT.ION 4 PH KW AMPS HP CONN. ELECTRICAL NOTES I . 2) 4.0 C 2 CON NS.-e·.o AM PS TOTAL -.. I 8. !) C N EMA 5-15 P PLUG I 11,3 C NEMA S-ISP PLUG . I 4.8 C I . 30,4 D 3 ' 33 • I ·13.0 D 20 AMP C[RC, REQ'D, I D 20 AMP Cl RC, REQ'D, I 0,3 D INTERIOR LIGHTS . M s EETi FOR RE ls, r C I C 20 AMP CJRC.REQ'D- .. . . ., ... . . . . . , . • . ' ® ® ; . 22 GASS WALL FLASHING @ I 2 (!,' . . I·· ··-0 00 00 ocoo. 0 0 D Il . . . . j.11 ' 'fl GLASS RACK 1 . · ·JS . s' ,· . END VIEW ... -~ ' ·•• '1;,$Y . . 22 2.8 I LI LI - 18K 1811 Is' . 18" I e" i .... -· ... ~· lCf' l!:I' C -.. FS 6' (Y a -- · O!I I . . l 1 . -ur L/,@, --~ DISHTABLI! EDGE •o - 1 30'1 24" • G FISHER 110731 ROTARY IIASTI .SECTION. A· . . PLUMBING .: FS ~ •F ... O!)R $.JNI!: · c~ -coN»ENSA'.J.'E &AS HW cw IW w TYPE NAT CE CE . .. •. 1/211 112· 2• . 112• 1/t' . 3/4" . F. s. 1/2" F. s. . - F, S, F. s, F, s. -.. •· II . 112• 1/2" r-112• 2'L 1/2" 1/2" .. F, S, 1/2R 1/2" . . u .. .. , ... ... 18 19 9 3 2 ..... ·.· .'\ ·© ;·, -· -.. ,, ✓ Ci ·, ,_/ .. I _._,> -', ,-, . 1\./ ~ , V ' ,I 0 i\ , •· i/.'\ '/'\ C .. .- 22 2 . BMACNA DETAIL NQ. iffEALTH .··oEPART.MENT. NOTE • •ee sht. ·.. , .. . s .. (MINIMUM STANDARDS PER DEPARTMENT OF l-leAL TH SERVICES) EVAPORATOR {self ·contai-ned) 1. All food service equipment to be manufaelured/rabrl'caled and Installed to compfy with . N.S.F. 61andards, bultdlng and Departmen1 or Hearth Seivlces code requirements and GA.S BTu'S PLUMBIN& NOTES be N.S.F. approved. . ·' 1., 2. Walls, floors and cemngs rorfood preparallonfstorage areas, utensltfdlsh washing areas, 3/4" 27G K wafk.fn cold storage roams, ser,;lce/plck~up areas, Jimltor's area, dressing rooms, ante- moms and restrooms, to be or a durable, sm<:1oth, llbnabsorbent and washable sutface . . Walls and celtlngs to be light colored. Floor surfaces to be continuous (seamless) and coved at junction of floor and wan with a min. 3'8" radtus, extended up wall at least 4", ·, continuous {seamless} with floot. 4• top set vfnyl bSSe may be used on!y In .areas where ' ., acceptable by coda. N.S.F. approved metal cove may be used in cold Slorage rooms. ~:· (see finish schedure). , I Wells at uiensil/dlsh!g!ess washing areas, Janltol's area and pot/prep slnks to be . 3 . constructed with waterproof gypsum board (green board) with ftnlshes of ceramic tile, FR.P boari:I, Slalnless steel or gatva!Ume, 1o a minimum hefght of8'. . 4 . Walls ln rest rooms to be constructed with waterproof gyp.sum board (green board), . , Addltionel!y, walls lo water closet compartmerT! end within 2 feet and sides of urtnal . . DRY HE AT TABLE· NO DRAIN REQ, . 1hall be of nonabsorben1 mater1al, ffnlshed to a height of 4' atiove ffn!shed floor, (See tint.sh schedule) • 6. Floors In rood prepataUon, utensO/dlsh washing areas, seivlcefplck-up areas, Je.nltor's PLMBR. PROVIDE I NLINE FILTER area, ,est.rooms, etc. are required to gradually slope to ffoor drains (er proper drainage of the floor, 1:50 {t1pprox, 1'• per foot) . • 6 . Coors, both exit and opening to outside shatl open outward and be self-dosing. Atl . openellle windows must be provided wlth tlghl fitting acre ens ofmtnlmum 1B mesh to thelnch. 14CtWATER REO'D, 7. Do<irs at re.5trooms, an(e.rooms and dressing rooms tu be self-closlnw and undercut 1 Inch, PLMBR.PROVl,DE INLINE FILTER 8. Dcorsto be finished with laminated plastic or right color gloss enamel palnt Coor sides showing lo customer may be semi-gloss enamel paint. . 9. Smooth concrete stab to be provided for outside trash and gc1-rbage Slorage. If trash area Is enclosed, Inner surface of wans to be smooth (pl~ered and painted, etc.). Slats In fendng 'ta be melel or plastic. A mlnlmum Qf 12 air changes per hourventila1lon to be provided for an rest rooms, ante-10. l'DOms and dressing rooms by means of lndfvklual mechanical exhaust systems. Separate -from facDity heating, venUlallon and air conditioning. 11. Food facilitles with more ttiarl· 4 employees per shift shat! beJrovlded wfth dresstng rooms, COUNTER DRAIN mlriTmum 18 square feet with add~lonal 4 square feet for ea employee aver 4 per shift. . 12. If 4 or less employees per .shift:, no dressing room required and a [oek.er(cablnet/shelf Vi'fth ' coat hooks Is: needed. !';==LENGTHS PER' PLAN~ 13. Ught llxtures stian be des!t1ed for deanab!rity and Shall be protected l{lalnst breakllge tf'lrcugh use of plastfc shie s, plastic sleeves, stiatter-proof lamps and/or otlier approved devices. Lighting provtded under other sedtons. I ; . 4 .. . . 7 • . ...... • • • . .. .,.., ' • .. ~?) . 17 s 8 - .. .. .. , ...... .. .. ., .. " .. ... ' @. Standard wan Shelf . r-12'4f=f . .T~1 . 2411 A80VE ·TA8LE TOP JTVP. MOUNTING HT. . · I 6 gaugttt'jpe '302'staiolesa 112el. • Socurod ta we!I l!Y means ol lK!.lta 11vOU!f1 welde\t brackets. · ,• . ~ ·. . . .Ura l.lt. ...S !arger n llm9lim Yoth 3 1nckG . · · : ~ , STORAGE 4+-+--£8 / ...__ _ _.,, "'·, ,v A II I -- --=--) LOCKERS / '\ 1----, GREASE 1 nNTERCEPTOR /\A I"' __ . I ll----1¼ N ITOR \. /"IW-l---l---1".29 , BY PLUMBER I VERIFY LOC'N• SEE "P'SHEETS ' I/ ' ' , ; I I I · I .., l I • . . \ 2 6 I FC>.OD>,SER\IJCE .PLA:N . ; . ,. l,-tl-u~1!.o" SCALE . • .... ..... • • •' 14 . . LiQhUng': 20 root ;<fod!8s to be 'p'rOVfded ln an ~.tfS[~Q'. 8~~~.'.'f!~~f.n th€! food SElrvlte _5:paces· and 10 foot candles to be provtded !nan storage areas, rest rooms and dreSSlng f('loms. 20 foot candles of •cfean-up· ltghtlng to be provlded throughout the facAlly, All lighting measured 30• offloor. 15 . Floor drains are roqulred in an rest rooms, unless l'8SI rooms are existing. Floors are required to slope lo floor drains 1:50 (eppl"IJJ(. %" per foot). 16 . Pot washlni sinks lo bave 2 drafnboartfs, min. 18" each, wtth 3 compartments terga enough To hand!et e largest Pol and comply with EHP-!83 code, with min. 1a·x1a•x14• deep bowls . 17 . Hand washing slnks 1<l be provided with 8: fixed wa!I mounted sfngfe service towel dispenser, soap dispenser end trash container for dtsposal of towels. Hand washing sinks In rest roe ms may use hot air blower In neu of towel dispenser and trash container. 1a. Hand washing sinks lo be provided with a combination faucet or pre-mixing faucet oapa!Jle of stipplylng waler for a min. of10 seconds . 19 . Sinks to be provided W!lh a 91.!pply of hot (min. 120 degrees F.} and ~td running water under pressure and furnished with a faucet capable of readling each compartment. 20 . Mop ~nk forf.icl!ft[es using ftaor mats to be a floor mounted type mop sink large enough to accommodate rtoor mats . 21. Jenltorfal stnk fat,eet, flller hoses and pre-rfnse fau~ to be protected 'Ii/Ith an approved backftow prevention device. 22. All equipment giving off wastes or condensate are required to be dlrectly connected to waste systom and/or drafn to trapped ttoor sinks with a legal arr gap. (See Equipment and Fblture Schedtie). 23. Grease trap{s), If reqlll'red and Installed below lloor surface sh a TI have lid ortrap(s) ffush wnh fln[shed floor. Grease trap(s} insta~ed above ftoor surface shan have boltQffi of tank sealed ta ffoor. All pfpes to be min. e• off the floor. Trap ta be m!n. e• away from all walls and painted with llght eolorepoxy paint. 24. Cold storage rooms shafl be provTded with section ofsheMng designed lo hold 9hanow cool down pans (pans not to exceed 4• in height). Spa ca ?>stween shelving to bee• to 9" high. 25. food fecillties using multl-servlce oonsumer u1ens!ls sh air be provided with an approved 3 compartment sink per EHP-683 code wtth mln.18"X18'X14" deep bawfs, or an N.S.F. approved dlsfrwashlng machine. 26. Oish and glass washing machines to drain to a 3" trapped floor sfnk·wtth a legal air gap. Minimum of 140 degrees F. hot water required fordtsri and glasswashing machines, with a booster heater to raise 140 degrees F. ho1 'l/aler to 180 degrees F., or an approved chemlcal final rinse. 27. Dish and glass washing machtne-s, low temperature (chernlcal sanitizing) type, to be provided with sanitizing 1est kU as manufc1clured by Time Chemlec1! Inc. #80?000 chlorine test or equal ~ . 2S. . Sneeze guards ta be provrded for unpackaged food, sanitized multt-seNlce .utenslls, •,glasses, dishes and food preparation areas so as to be pro1ec'!ed lhJm unnecessary htmdllng and Infection tram customers and i;omply w!lh EHP-.!!SS code. 28. Ftocrs at salad bar areas Shall have a hard surface floor, extended 38" min. out from talad bar on arr sides exposed to customers . 30. All plumbing, e!ectrlcal and gas lines shall be coocealed within the bufidlng structure 1o as great extent as posstble . 31. An Rnes not eonceared to be secured e• off noor and¾• from walls and cedlngs using c,ff'set brackets. 32. The llte ffoor'Nfll have a smooth surface under an equipment and walk-ways wrtl have a lghl tex!ure only. 33. SheMng wer wet areas {sfnks, mop sinks, elc.) will be metal. S4. Provide approved bat:'k-flow prevention devices, property Installed, upstream of any potenllal hazani be1ween the potable water supply and Iii potentlal source of con- tamination, ~ptled in other sections. 35. Hot water heater to be a commercial type capable of constantly suppfylng hot waler l'l 1 temperature or 120 degrees F. to all sinks, hand !Jtnks and other creanup facl!tUes; auppOed In other sections. 36. Water S\Jpply to carbonators shall be proteded by an approved reduced pressure prlnclple ba~-now protector. The relief valve sha!! drain lndlrecUy 1o sewerwm1 a legal atrgap. Indicate on plans; calt out R:PPBP • 37. lf soft drink, ice or other dtspensers are serf servlce type, c:,r If refllls are provided, they must be push button type or lever type, where the fever contacts the container at I.east 1 Inch below the tfm. _JOB DATA TOfAL IIQ(JA!l:E FEET• 860 EMPLOYEES PER SHifT • OCCASIONAL FUNCTIONS WITH VOLUNTEERS OR CATERERS WATmlDISTRICT: SAN DIEGOMUNlCIPAL WATER.DISTRICT SEWER DISTIUCT: S'ANDIEGO !l>IDNICIPAL WATER DIS TRI er MULTI SERVICE UTiiNSll.S MAY BE 1JTIL1ZED .ALCOHOi.IC BEVERAGES WILL NOT BC CONSUMED . :FLOORMA'IS MAY'BEUTILIZED. STORAGE SHEL VIN'G ""·1<14 LTNEAL FEET OF MIN. 18" WIDB .. BY 4 TJERJDGJIUNITS. GREASE TRAP TO BB INSTALL!!D; SEE "P' SHEETS FOR DETAILS. EXTERJORLOCAT!ON . DRAWING NUMBER DWG 447-6 78 of 102 BAFOJ FIROOLCTS • NEW HOPE, MINNESOTA FIEOF=IOER BY PART NUMBER 655:3 --pasmaNmREOF!'llllftOIITIIJSUIIE------ ARCHITECT SEAL PROJECT KEYNOTES NTD A I! C H 4-719 Viewridge Ave., Suite 200 Son Diego, C!i 92123 GJ,mdoro • Son Diego • Aubum 11mm1111,,,, '''"•1u,111n11,1•I' ,...~ ~% c-<t *' r'I-'~ CITY OF CARLSBAD AVIARA COMMUNITY PARK DRAWING mLE FOOD SERVICE PLAN NO. DATE REVISION COMMEN1S DRAWN BY PROJECT NO. 2000-0247 CHECKED BY DATE © 12-09-03 DRAWING NO. FS-1 SHEET I <i? OF l D },- .' • DRAWING NUMBER SAFCO PROOUCTS • N~ HOPE, MINNESOTA REORDER BY PART NUMBER 8553 DRAWING NUMBER SAFCXJ PRODUCTS • NEW HOP!:, MINNESOTA FIEORCEA BY PART Nl.ll\1BER 8553 ------r---------Pu;.-;-;-,,1~:;.:;siii'mj~-.,;1,;;:;,_r;;t--- .... . . .:::ODD ·□ . 1 . 2 J 4 5 6 10 11 • ' . I \. . .. 'HOOD.UL,LISTINO ,XZR :lurie !, 1997 lllh1ust Heads Wlth bhautt: Cl.1mp111 AVTEC INDUSTRIES INC AXW?, AXBIO AlCDt'1 .QWII, A,'t8 ia,0•1 0,WP, •• !!I! ""''• . 'irr6, Awrl', AWTE .... ..,, .,,,., .. ,,., .,,, .• fflO. "AWDO. AWCO ~~ 1111t ·:m: ,.,.,, '""· Ni" ' ~II, i\lf!P, AWi! ,n.l,,,mO 1·" ·IS . I II I.JS •15 ·II I.,, •ll 1H 1•11 ·II I. II . " 150 150 . - CARD MH129!i7 (~ ~I• IIOr!t. fRim I C:1 " "' m "' -l!O 10< Cardi M~129678 and B1 (lwi:, catds) tiplm MH1291!7B dated March 4, 1993. IUIWJ~I NIU. U~dtrwrltffl ~ban1torfn tn,.• ((OIII, Ill C uni) _1 , IWOU\1f& LEGEND STRUC1URAI. CEILING FINISHED CEILING FINISHED FlOOR S/S TRIM PANmBY K.E.C. IF REQ'D) HANGER ROOS K.E.c.0 IIANGER 8RACK f/!l_ ~ EC) SUPPLY DUCT (BY .VACJ 16 $f, . s I ' I . [ A 111 0 6 1/2" I 12 EllHAUST DUCT iBY ff.VA .) 1• OUTSIOE FlA GE · •t'-4'" 4•_, .. s· 14 AIR DIFF!JSER 19 FASTENED PERFORATED ACCESS PANEL I 30 AIR BAlANCING DAMPER 38 fl.UORESCENT LIGHT 1"-6" 52 APPLIED ANGLE 7• 53 ST ANDING SEAM 57 AIR BARRIER 70 REMOVABLE U.L CLASSIFIED FILTER 78 CREASE TROUCH 79 CREASE RECEPTACLE { '! ,:-,_; (D ·, . • + FOR DUCT AND BLOWER @•-,..tt-1r 1 ® 1. INFORMATION, SEE HVAC 3"-.....,.. I 3" ! u. DRAWINGS. 1 hr. 'I I I duct , 1 1 I I I 2 shaft, I I I 1:>y c·.c. ., 12 2G' 12' 1·® 2'.:. ,, I -,..._ . .. . . ' ~ I I ' . --. a II ':f~1"JJ.6III ~1 @ MODEL~AFWP-A J'-e· i.-------1·-o• .. ---------i HOOD PLAN ... I-•· ~-22 GASS WALL FLASH I NG-...i 4'-" ' .• 22~. OA CAPTURE AAEA, "VERIFY' ss FLASHING , 5 6'-f/' ------ .. o SECTION A ... EL:EV ATION REMOTE MANUAL PULL STATION (1) 3 GALLON AUTOMAN {VERIFY LOCATION) (8) FLOW POINTS TOTAL (245) ~ LOCAlE ACC. TO FTG . .35, P. 4-tJ (245) '-.:_ SIX BURNER LOCATE AtC. TO RANGE FIG. 35, P. 4-13 SIX BURNER RANCE n-1! REQUIREMENTS OF fl-IE RJLLOWINC fASt.£ MUST NOT SE EXCEE:OEO· 3..0 GALLON $'fSID4 1.$ GAU.ON S"tS1'EU R~OUIREMENTS PIPE S:Z A ;! --•u ..... .Jt'-m IPJFE 52 JI>, ;! -::-i: -a..• .i:"• SUl'Pll' 3 . •• •• • , ., . •• •• ••• ' , •• over SAANCH 3 •• •• •• • 2 • 3 -•• •• • , 2 PLENUM BRANCH • 8 •• •• • , 2 • 8 • • •• • , 2 APFUANCE 8RANC 3 •. •• •• • • • 3 -•• •• • • ' ~w~ ,.fg~2• GJL. SYSTEM: _ff.~Jt\\~~M~ GENERAL NOTES: !.'!&~~ ~~ a.:i.T"ia:m~Kz:r'!"-al!OI a. :L-..,. ,m .. ffr.r.JU. -.;!I it0" • • -~ .. ·-·~&rif~-111 :~--~~ 1-~ •Ji~S:'S @) ·, oo oo· OCDc _ o [l-!] u 1 SERIES DtfECTOR -(2W) ~ LOCATE ACC. TO FIG. 40A 6: 408, P. 4-14.2 GRIDDLE a FIRE PROTECTION FOR KITCHEN HOOO TO ee SUBMITTED BY A LICENSED HOOO AND DUCT FIRE PROTECTION CONTRACTOR. HOOD FIRE. SY.ST.EM SC.HEMATIC ® DRAWING NUMBER SAFC:O PRODUCTS • NEW HOPE, M!NNESOTA REORDER BY PART NUMBER 6553 --· ---l'OllTION!l'.it.ffll'l'l'Jij!i»i''IMll!Cl;--------r----- DRAWING NUMBER SAFOO PRODUCTS • NEW HO'E, MINNESOTA AEOR~R BY PART NUMBER 6553 --!'0Sm◊Ntt0,i:,YJ'11i>r"i1Nllll$'Jllr-- DRAWING NUMBER SAFCO PflOOUGTS • NEW HOPE, MINNE~JTA FEOROEA BY PART NUMBER 6553 -·--1'11:lrTIUII !tlOC 'lf "IIINT ilff Ttll~ lllll'. -- . -----;--- . Ir ~mr1?';/ .. l=dl===dl F,~ . ~-DOD □ . I I f Al 11 I D ELECTRICAL P_LAN ·ELEC.T.RICAL LE:.GEND: >=€) /:?,O VOLT 1¢ CO/WeN/ENCE OUTLET (/::Q) i--e 120.VOLT /¢ DIRECT FLEXIBLE CONN, (4B' PIGTAIL) 1--Q) ·120 OR20B VOLT 1¢ OR·3¢ JUNCTION BOX ◊ 1--© 1-8) = I-tit B 0 120 VOLT ,¢ LIGHT ·,rx TU RE 208 VOLT lfi OR 3¢ CONVENIENCE OUTLET (C.O.) 20a •iocT 1¢ on 3¢ DIR~Cr FLEX-CONN. (4lP,GTAIL) 120 V0L1 1¢ FLUOR. UNDEJ1BAR L/GH1 (IB"LONG) SWITCH 120 VOLT 1¢ MECH VENT FAN ITEM NUMBER (REFER TO EQUIPMENT SCHED.) 1. 2 ,. •• 7. •• ,. 11. 12 14. 15. 16. 17, 18. 10. "'· 21. 22. 0 = • . _·ELECTRICAL NO.TES (MJN. REQ'S, UNLFSS NOTED OlllER.'WlSE) ANY DISCREPANCIES BElWESN PIJINS AND CODE REQUIREMENTS 1HAT MAY AFFECT THE 1NSTAf.LA.TION, FABRICATION OR 0\/ERAll. WORK IN ANY WAY SHAU. BE BROUGHT TO nm ATIENTION OF nm FOOD SERVICE SQUll'MENT COtn'R'R. IMMeDIATELY BY nm ELECTRICAL CONTR'R. BEFORe SfAflT OF CONSTRUCTION • POOD FACILJTY lEQUJREMENf NOTES AND AU.OTHER NCTIE.S ARE TO BE CONSIDERED A PMT (IF"IHESE NOTES. EU!CTRICAL COtn'R'R. TO PROVIDE AS THEY APPLY, EUCI'RICAL COmR'R. SHALL BE RESPONSIBLE TiiAT HIS PHASE OF WORK MEETS AND IS INSTAlllID 1N ACCORDANCE WITH STANDARDS RF,QUJRED BY AU. CENERAL, STATE; fEDERAL AND All CODES PAR11CULAR TO MUNICIFAUTY OR AREA WHERE JOB IS BENO JNSI'AlllD ll'iCl.UOlNO DEPARTMENT OF HEAL'Tii SERVICES REQUIP..EMENJ'S. ELECllUCALCONTR'R. to VERIFY AlllNCOM!NG SERVICE AND MAJ(£'FINAL1100K-UPS TOAll J.PPUCiUILE EQUIPMENT AND TO PROVIDE AU SW!TCHES, BREAKERS, CONDUIT, STARTERS, EI'C., UNLESS SPECIFlCAl'.l.,Y srATED OTHERWJSe. ADDIDONAL CONVENIENCE Otm..ETS AND ELECTRICAL REQUJRE..\tEN!'S Ei..SEWHERB IN fACIUTY (NOT SHOWN ON 'FOOD SERVIC6 BQUIPM"eNT PUNS; ARB 10 BE VERIFIED WITH THE ARCHITEC'r, ELECTRICAL ENGINEER AND/OR OWNER. , All, HORIZONTAL DIMENSIONS SHOWN ON PLA."iS ARE FROM :FINISHED FACE O'F WALL 10 CENTERLINE OF Otrrurr OR FROM CEN'I'ERLINB OF OUTLET TO CF.N'TERI.JNE OF OU11.£1', \INLESS NOTED O'!HERWISE ON PIANS OR DETAI!S. (VBRJFY ALL DIMENSIONS AT mE roa SITE), . SYMBOLS NOTED @--24", @+4S", ETC., INDJCATiiS 10 STIIB-OUT OF WAI.L OR INSTALL AT HEIGHT lNDICATBD, HE!OHT IS ONEN FROM FlNISHED :FLOOR (NOT FINISHED CURB} 1'0 CENTERLINE OFOUTLBT. ALLSYMDOlS JNDICATBD •STTJa-UP' AND 'STUD-DOWN" T06Xl'END ABOVE 'FINISHED FLOOR AND/OR DD.OWFIN?SHED CEILING AT LOCATION SHOWN. (V£RlFY All DIMENSIONS AT TIIE me SITB}. ALL •~• .POSITIONS JNDJCATED ON PLANS SHAll HAVE A MIN. 41!" OF ft.BX COtIDUIT EXTENDFD FROM WAll AT LOCATION SHOWN, ,'ND SHALL SE EXTD-;"DED TO CONNECTION AnER NID/OR DURING EQUIPMENT JNSTA!LATION. W1RmG OF EQUIPMENT SHALL BE COMFLETED TO ELECTRICAL PANEL AF'JER fNST.All.ATION OF Fl.EX CONDUIT CONNECTION. SHOULD LOCAL CODES NOT PERMIT mrs MfilliOD, CONTACT FOOD SERVICE EQUIPMENr CONTR'R. JMMEDJA'l'lil. Y P'JR RELOCA'IlON, ELECTRICAL OUTI.EI'S AND CONNECTIONS SHOWN ON PLANS ARB FOR EQUIPMENT PURNISHl:D BY FOOD SEP.VICE EQUIPMcNJ' COKI'R'R. ADDmONAL ELECTRICAL REQUIREMENTS FOR EQUTPMnN'T NOT FlJRNlSHED BY FOOD SERVIC6 EOUll'MENT CONTR'R. ARE TO SE VERIFIED Vim ARCHITECT, !UiCTRICAL 'ENGINEER ANO/OR OWNER. El..ECTRICALCONTR'R, SHALL SEAL ALL ELEcrn.ICAL PENETRATIONS nmouGH WALL, Fl.OCR A.l>ID C5lLING. WAnm-nmrr AND VERMIN-PROOF. EUCTRICAL CONTR'R. TO PROV!DB AND lNSTAU. ALL J\JNCTION EOXES AND OUTLETS IN lIXTURE{S). P!XTURE FABRICATOR TO LOCATE All OUTLETS AND SWITCHES WHEN 'PART OF FIXTURE. INTERNAL WHo.lNG TO DE PROVIDED /tND INSTALLED B\' £1.l!CTRICAL CONTR'lt E.J!CTRICAL COmR'R. 'JO f'ROVJDB AND INSTALL SfAINUSS SI'EEL COVER PLATES FOR All. OUTl.XTS AND SWITCHES IN FOOD SERVfCE AREAS. OUTUTS 10 BE SET HORIZONTALLY AND n.uSH WITH FINISHED WALL, UNLESS NOTED QTiiERWJSE. PROvID:e ANO INST.All. EXTENSION SHIELDS AS llEOUIRED. ELECTRICAL CONI'R'R. 'IO PROVIDE ANO INSTAiL A MINIMUM OF FOUR WIRES ON AU. 208 VOLT GR ~ROER CIRCUITS. ELECTRICAL CONTR'R. iO PROVIDE AND ffiSTAil. CAPS A.ND CORDS FOR All. EQUIPMENT WHICH CONNECT 1'0 CONVENIENCE OUil.BrS WHEN NOT PROVIDED BY MANUf'ACTURBil SHORTEN ANY CORDS [F REQUESTED. E..ECTRiCAL CONTR'R. 1'0 PROVIDE AND tNSTAlL WATER-TIGHT FLEX CONDUIT 10 CONNECT %)JSH AND GLASS WASHING ti4ACHINE(S}, DJSPOSER(S) {INCLtlDING ~~LENOID AND SWTTCH), A..~ All EQUIPMEITT KAVING WATER CONNECTIONS. EJ..BCTRICAL CON'J'R'R. 'IO PROVIDE AND JNSTAIL uom FIXTIJRfS IN FOOi) PREPARATION, STORAOB. tn'ENSIL, DISHWASHING, SERVICE, AND FICIMJP AREIAS DESIGNED FOR CI.EANABrurY AND FROTECTED ACAlNST BRE!AKAOE nmouGH USE Of PLASTIC SHIELDS, 11.ASTIC SLEE\lm, SHATTER-PROOF LAMPS ANDK.lR 0nfER APl'ROV&l DEVICES. Ell.C'TlUCALCONTR'R, TO PROVIDE AND INSTAU. AUUGHTFl:lcr'URES COMPJ.£J'E WITH i.AMPS. EIECORATlVE UGHT FIXTURES IF PROVIDED av 100D SERVICE EQUJPMEJl,I CCINTR'R. TO BE INSTA!.l.!D AND lAMPED BY aeCTRICAL CONTR'R, VNLE5S NOTED OiHERWlSE. ELECI'RICAL CONTR'R. 10 PROVIDE AND INST.AIL AU. EXIT AND E!Mf:RGENCY UGITTS AS R£QUJRED BY CODE. ELECTRICAL CONTR'R. TO PROVIDE ANO INSTALL (IF NOT fROVIDED AND INSTAllED BY HEATING AND WNTIUTING CONrR'll.) FLY FAN(S), AIR CURTAIN(S), AND EXHAUST FANS FOR RESTROOM(S), lfflJE-lOOM(S). AND (CE MAOllNE(S}, ETC .. AS SHOWN ON PLAN(S") OR AS llEQUJ¥I) BY CODE. (VERIFY WITH HEAnNG AND VENTIU'llNG CONTR'R.), !l.!CTRIC'.AL CONJll'R, TO PROVIDE AND lNSTALL Sc.RVICJ3 ON ROOf FOR EXHAUS'r f'AN,s1 MAKE~UP AIR sYSTEM{S), REFRIOERATION COMPREs.SOR(S), ICE MACHINE CONDENSINO UNJT(S), AND EVAPORATIVE COOLERS, ETC .. (VERIF\' LOCATION AT JOB SITE). ELECrRICAL CONTR'R. TO PROVIDE AND INSTA!L MAGNETIC CONT ACTOR(S) FOR POWER SHUT-OFP .OF ALL El.J!CTRIC COOKING EQlJIPMENT PROTECTED EIY 1HE COOKINO EXHAUST HOOO{S} PIRE PROTECTION SYS'tr:M(S). PROVIDE. AND lNSTAU. 120 VOLT CONTROL CIRCUIT. FROM MICRO-SWITCH ON CYUNOER TO HOLDING COIL OF CONTRACTOR. EU:CTRICAL CONTR'R. TO PllOVIDE ANO INSTAU. IN WAI.L 112' E.M.T, CONDUIT EXTENDED FROM PUU. BOX{ES) FIJRN!SHEl) UY FIRE SYSTEM MANUfACTURf!R 10 l" ADOVE TOP PlATE OF WALL FOR FIRE SYSTEM COmROL C\DLE(S}. (VERIFY LOCATION WITH .P11l.6 SYsrBM MAN1JFAC'J1JRER AT JOB SJTS). . i/ . . ' ' ' .. C -. .. ...... ~-. ,,.= ... = == ... =.~, ~. 18 -. ~-' -,11 I I I ~ ' I . ' I 2>----. H~ (j)-:,G L-~ I +30'' -- [ .. Al II i' ,1 ;fl' \ · I I I PLUMBING LEGEND., .. . E-4 HOT OR COLD WATER STUB E-0 'DIRECT WASTE ----0JND/RECT DRAIN LINE TO FLOOR S!N!<. 0 .FLO.OR .SINK ® FLOOR DRAIN ~ ,As STUB . 0 ITEM NLJMSE:R (REFER 10 EO.UIPMIENT SCHED) . 27 'Li . ,I ~ -.. '\I; .!I @ l nJ ·I I 811 FS ,, . '· ' . ' IJ - . LI . ' ' L --- J (~ 1"£ 1:1 I' " •I• l I w-® -\.. / I ' ' ' .. ) ·~ PLUMBIN.G. NOTES ·(P,l1N.'REll'S, 1JNLESS IIDTEO 01HllR\\'JSE) . , l. 'ANY l)ISCREl'ANClES BtrrWEEN PLANS MID CODE IIEQUIREMENTS 1HAT MAY APFECF 1HE j INSTALLATION, PABRICATION OR OVERALL WORK IN Ai'l\' WAY SHAll BE BROUGHT ro nm ATraNllON OF nm FOOD SERvtC'ii EQUIPMENT comR'R. IMMEDIA'TEL y BY nn:.. PLUMBING ..... CONTR'R. BEFORB $TART OF CON$'I'RUCTION. 2, FOOD PACUJ'TY REQUlREMBITT N01'ESAND ALLOTilER NOTES.ARE TO BE CONSIDERED A.PART OF lHESE N01'ES. PLUMBING CONTR'R, TO PROVIDE AS nlEY APPLY. • 3. PLUMBINO COl-fl'R'R. $HAI.l. BE RESPONSIBLE THA'I' HIS PHASE OF WORK MEETS AND JS INSTALLED IN ACCORDANCE WITH STANDARDS ROOUlRI!D SY Al.LOE.NERAJ.., STATE, FSDERAL. AND ALL CODES PECULIAR TO MUNIOPALm OR AREA WHERE JOB JS 8EINO INSTAUJID INCLUDING DEPARTM,EITT OF HEALTII SERVICES REQUIREMENTS. ' 4. PLUMB INC CONTR'R. '[Q VSRIF,Y ALL INCOMTNG SERVICE AND MA!<E FINAL HOOK.,UP TO ALL AITLICABLE EQUIPMENT ANO TO PROVIDE ALL Pl'PINC, TEES, 'EllS, 1RAPS, ROOUIATORS, FILTERS, fAUCEJS, IITC,, UNLESS SPECIFICAU.Y Bl"ATEO OTHERWISE. ;S, ADDmONAL PLUMBING REQUIREMENTS EtSBWHSRS 1N FACll.lTY (NOT SHOWN ON JOOD SERVICE EQUIPMENT PLANS) AI\E TO BE VERIFIED WITH THE ARCHITECT, PLUMBINC DESJONER 7. I. 10. 11. 12 13. 14. 15, 16. 17. 18. 19. "· 21. 22. 13, . 24. Al'ID/OR OWNER. .. . ALL HOftlZONTAL DIMENSIONS SHOWN ON PLAN A1'B FROM FINISHED FA.CE OF WAI.L 10 CEN'JE.RUNE OF $TI.JD-OUT, OR FROM CENTERLINE OF STUB-OUT TO CENT.6RLINE OF STIJB- OUT, UNLBSS NO'J13D OTHERWiSEON Pl.ANORI)ETAILS. (VERJFY AI.L DIMENSIONS AT nit JOB Srtll), SYMBOLS N0lED@+'24",@+48~,nc., INDICATES TOS'fUB-OUT OFWAU.ATHBIGfIT INDICA'IED. HEIGHT IS (llVBN FROM FINISHr.o FLOOR,(NOT FINISl!F.0 CURB) TO CENTE~LINE OF STUB-otrr. SYMBOLS INDICATED •snJB.-UP" AND "STUB-DOWN" TO E,IC.TEND ABOVE FiNISHED FLOOR AND/OR BELOW PTNISHED CEILTNO AT LOCATION Sl-10\VN. (VBRlFY AU DIMENSIONS AT roe SIT!!). • . PLUMDINGSTUBSANDCONNECil0NSSHOWNONPU.NSAREFORBQUIP'T.FURNISHEDBYFtion S!!RVICl! EQUIPMENT CONTR'R. ADDmONAL PLUMDING REQUIREMENTS POR EQUll'MENt' NOT FURNISHED BY FOOD SERVICE EQUIPMI:NT COmRACTOR ARE 10 BE VERIFIED WITH AII.CHITECT, PLUUBtNG DESIGNER, ANO/OR OWNER. FLOOR SINKS SHOWN ARE 1'0 BE SET FLUSH WITH TOP O.r' FINISHED FLOOR. FLOOR SlNKS INDICATED HALF-IN AND HALF-OUT OF CURB TO BE SET FLUSH WlTH TOP OF :FU-IJSHED FLOOR. FLOOR SINKS LOCATED COMl'LET'ELY WITHIN CURD AP.SA TO SE SET FLUSH WITH TOP OF • FINISHED CURB. PLUMBING CONTR'R. 'ICJ PROVIDE AND INSTAIL REMOVABL.! COVERS OR ORATES FOR ALL FULLY OR PARTIALLY EXPOSED FLOOR SINKS. FLOOR DRAlNS ARE REQutREO IN· ALL )1ESTROOMS, UNLESS RESTROOMS ARE EXISTING, FLOORS AR!! REQUIRED TO SLOPE TO FLOOR DRAINS 1:50 {APPROX 1/4 INOt PER 1001'). fLTJMtHNCl CONTR'R, SHALLSEALALt.PLUMBlNCi PENETRATIONS n-lROUOH WAIL, FLOOR, AND CEJLINO, WATER-TIGHT AND Vl!RMIN PROOF. 11..UMBrNG COl'fl'R'R. TO PROVIDE ANO INSTAlL ADDmONAL FLOOR DRAINS (NOT SHOWN ON PUN) AS p,EQUTRIID JlY CODE. FLOOR AT ALL AIU!AS REOtJJRINO FLOOR t)AAINS SHALL GRADUALLY SLOPE to PI.OCR DRAIN 1:30 {APPROXIMATELY 1/4 INCH PER 1001), IT JS RECOMMENDED ntAT All POTABLB WATER UNES HAVB FtL'J'ER'ED WA'JBR, F!LTERS PROVIDED AND lNSTAlLED BY PLt1MBING COmR'R. AND/OR OWNSR. (VERIFY WITH OWNER), ' . ' ' . JILUMBING CONTR'P.. 10 PROVIDE AND lNSTAIL SHtrr-OFF VALVES ON All. WAtER AND OAS LINES, JNa.uomo VALVES JN FIXTURES, LOCATED IN SUCH A 'WAY JtS to SE ACCESSIBLE WI'IHOtrr USE OF TOOLS. - PLUMDING CONI'R.'R. TO PROVIDE ANO lNSTAU. FOR ALL APPLICABLE E.OUIPMENr A 1'RAPPED FLOOR SINK WITH A LEGAL Altt OAP DRAJN UNE (INOlfffict' WAS"ffi) TO FLOOR SINK. 1NSUU.T6 ALL 'DRAIN LINES FROM lCB BINS, ICB MACHlNES, REFRIGERATED EQUIPM!sNT, Wl'C. Pl.UMBtNG CONTR'R.10 PR.OVJDBAND INSTAlL FOR HOT FOOD 11..ECEPTACLF.S (SraAM TABU.5) A TRAPPED MOR SlNK WITH AUG ALAIR OAP DRAIN LIND{INDIRECT WAS'l'E) TO fLOOR SINK. CONNECT IN SERIES {UNLBSS NOTED OTHERWISE ON Pl.AN AND/OR DETAllS) TO A MIN. 1.:112• PlPE WITH OATB VALVE LOCATED AT EASILY ACCESSmLE PosmoN DN WOR.T(J'NG StDE OF FIX'TURE, AND !XI'END DRAIN UNB TO n.ooR SINK. PLUMBING CONTR'R. TO PROVIDE AND JNSTAU. BOT WATBR HEATHR. IT fS RECOMMENDcD THAT nlE lNLEI' WA'rail. FOR 'JHB HOT WATER HEAiliR Bt taFTENED. HEATER TO 8ESIZED FOR PEAK USE!, MUST JIE COMMERCIAL TYPE AND N.S.F. APPROVED. PLUMBING CON1R1R. 10 INSTALL AUTOMATIC SHUI'-OFF VALVE(S) IN OAS UNE(S) FOR COOKINO EXHAUST HOOD(S) PIREPROTECTJON SYSI'EM(S}. AUTOMATIC SHUI'-OFF VAi.,VEJ..S) TO BE FURNISHED BY FOOD SER.VIC£ EQUIPMENI' CONTR'R. PLUMBING CONTR'R. TO PROVIDE AND INSTAlL STRAlNERS OR APPROVS:0 TYP6 Fll.TERS ON AlL GAS SUPPLY 1.lNES. PLUMBING C0trm1t TO PROVIDE AND JNS'l"All. l'RESSURE 11.00UU.TING VALVE(.S) FOR DISH AND 01..ASS WASHINO MACHINE(S") ON HOT WAlER UNF.(S)IF INLST PRESSURE JS IN EXCESS OF 20 t.S.J, MW PRESStrRE. PLUMBING CONTR'R, TO PROVIDE ANO INSTAll FOR DISH AND GUSS WASHING MACHJNE{S) A 3" TilAPPED FLOOR SINK WITH A LEOAL AIR GAP DRAIN UNE (rnDIRECT WAS"TE) TO :FLOOR SINK. PLUMB~G COmR'R. TO PROVIDE AND INSTAU. WATER AND DRAIN UNES FROM-SVAPORATIVE COOI.ER{S) (SWAMP COOLBR) LOCATED ON ROOF. VERIFY REOOlNEMENTS wnH CONTR'R. FURN!SHING MAKE-UP AIR SYS!BM{S) . Provide approved backflow prevention devices, properly installe.d, upstream of any potential hazard bet.'oleen the potable water •upply and a potential source or contam- ination; by plumbing contractor. · • ' ' ' .. .~ ~ .. . . 22 28 GJ) LI I . .. 181 1811 IS° 1s' 11:!'" . . I ., l"I-1 .. ... ., .. ~ --· FS DRAWING NUMBER DWG 447-6 79 of 102 SAFa:J PRODUCTS • '-EN HOPE, MINNESITTA fl:ORIJER BY P.AAT NUMBER 8553 ---l'GSITIDliEDlltQFi'fllNTQ!lllllSU!t-- KEYNOTES food serulce design iiicioiji.ii ARCHITECT PROJECT NTD AIIClll'lfECTS ◄719 Viewridge Irie., Suite 200 San Diego, CA 92123 Glendora e San Oiega • Auburn CITY OF CARLSBAD AVIARA COMMUNITY PARK NO. DATE PLUMBING, ELECTRICAL AND HOOD PLANS RE\/lSION COMMENTS DRAWN BY PROJECT NO. 2000-0247 CHECKED BY DATE © 12-09-03 DRAWING NO. FS-2 SHEET f OP l 0 I, i ---r--- DRAWING NUMBER SAFCO PRODUCTS • r-¥2N HOPE, MINNESOTA FEOROER BY PART N\..IM8ER 8553 --!'!!l"l!!l!a'l!l'!;'l!'op;!!!t'ilf!Tl'!~!.l!!f--- CITY OF OCEANSIDE ~\GHWAY ~8 CITY OF VISTA 4<>~ -1 NOT TO SCALE CITY OF ~-.~SAN MARCOS PACIFIC OCEAN CITY OF ENCINITAS VICINITY MAP NO SCALE ,GENERAL NOTES 1. ALL DRIVEWAY AND PARKING AREA DESIGNS TO CONFORM TO CITY STANDARDS UNLESS APPROVED BY A VARIANCE OF STANDARDS, SHOWN ON THIS PLAN. 2. CUT AND FILL SLOPES SHALL BE 2: 1 MAXIMUM RA TIO. 3. EXISTING TOPOGRAPHY SHOWN JS FROM AVIARA PARK GRADING DWG. N0.398-3A 4. PUBLIC SERVICES AND DISTRICTS: STREET LIGHT OR SIGNAL----CITY OF CARLSBAD LIGHT CONDUIT CITY OF CARLSBAD SEWER OR STORM DRAIN CITY OF CARLSBAD GAS AND ELECTRIC SAN DIEGO GK. & ELECTRIC WATER CARLSBAD MUNICIPAL WATER DISTRICT FIRE CITY OF CARLSBAD . 5. SOILS REPORT PREPARED BY: GEOTECHNICS INC. 9245 ACTIVITY ROAD, STE. 103 SAN DIEGO, CA 92136 6. ALL UTILITIES SHOWN ARE PROPOSED UNLESS OTHERWISE NOTED. ALL UllLITIES WILL BE UNDERGROUND. 7. ALL SEWER / WATER LINES SHOWN ARE TO BE PRIVATE UNLESS OTHERWISE INDICATED. B. CONTRACTOR TO VERIFY THE BUILDING LAYOUT AND DIMENSIONS AT THE JOB . 9. THE CONTRACTOR SHALL NOT BEGIN ANY OF THE WORK SHOWN CN THESE PLANS UNllL HE HAS OBTAINED FROM THE OWNER A COPY OF THE 'GENERAL SPECIFICATIONS' FOR THE PROJECT AND, HAS HAD A PRECONSTRUCTION CONFERENCE WITH THE ENGINEER OF WORK, SOILS ENGINEER AND OWNER. 10. ALL PROPOSED FILLS ARE TO BE APPROVED COMPACTED FILL AS SPECIFIED BY THE PROJECT'S SOIL'S ENGINEER. 11. THE ANGLE OF REPOSE IS AN IMAGINARY LINE 45" TO THE HORIZONTAL, EXTENDING DOWNWARD FROM THE BOTTOM CORNER OF ANY BUILDING, FOOllNG AND SHALL NOT INTERSECT ANY PART OF AN EXCAVATION FOR UllLITIES, DRAINAGE, ETC. 12. ADJUST WATER, SEWER, STORM DRAIN MANHOL£5, BOXES TO FINISH GRADE. 13. ALL PAVEMENT SECTIONS PER SOILS REPORT BY GEOTECHNICS INC. (AVIARA COMMUNITY PARK) DATE OCT 12, 2001 OR TO BE DETERMINED AT TIME OF CONSTRUCTION, BASED ON "R" VALUES/TESTING TO BE PERFORMED & RECOMMENDED BY THE PROJECT'S SOIL'S ENGINEER. ·PROJECT LOCATION . THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 215-080-24, 26, 27, 29 AND 30 THE CALIFORNIA COORDINATE'. 'INDEX OF THIS PROJECT IS 1978-6240 1 LEGAL DESCRIPTION !THOSE PORTIONS. OF SECTION 35.._ TOWNSHIP 12 SOUTH, 1 RANGE 4 WEST AND SECTION 2, 10WNSHIP 13 SOUTH, I RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE 1 CllY OF CARLSBAD, COUN1Y OF SAN DIEGO, .sTATE OF CALIFORNIA. ACCORDING TO OFFICIAL PLAT 'THEREOF, SAID PROPERTY BEING MORE PARTICULARLY · DESCRIBED IN EXHIBIT "A" OF QUITCLAIM DEED RECORDED MARCH 28, 1989 K. FILE NO. 89-157040 OF OFFICIAL RECORDS OF SAID SAN DIEGO COUN1Y. ASSESSORS PARCEL NUMBER: 215-080-24, 26, 27, 29 AND 30 DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I MA THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT K. DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CllY OF CARLSBAD DOES NOT RELll:.VE ME, "5 ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: P & D CONSULTANTS, INC. ADDRESS: 8954 RIO SAN DIEGO DRIVE, SUITE 610 CllY, STATE: SAN DIEGO, CA 92108 TELEPHONE: (619) 291-1475 •BY: PAUL R. KANE R.C.E. NO.: 44016 REGISTRATION EXPIRATION DATE: 06-30-05 DATE: --'--tz--'·l_•O..c..?I __ P, /PROJECTS/ENGR/75508/ ACAD /PRGRADING/508PGDS01.DWG 7-24-02 DRAWING NUMBER SAFCO PROCIUCTS • NM HOPE MINl'£SOTA FIEORDER BY PART Nllfll1EER 8553 DRAWING NUMBER SAFCO PAOCIUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 8553 DRAWING NUMBER SAFCO PRODUCTS • NE\N HOPE. MINNESOTA REORDER BY FIAITT MJMElER 8553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FEDROER BY PART NUMBER 8553 --~~~f'}f~Qll"!)ll~\•---r --1•n.m11)N~M~<1Fl'fllill,JHl'IM:.lllf-------r-----P!i.'imlll!rn~f!lfi'IHITTlllllJIISl.1111:--------1--- C 4 ,r-,.+-,,..._f")---;f''I+-- -""'~'1''11 • ' BOUNDARY PROJECT \ \ 1---- • I ,I CIVIL SHEET INDEX CIVIL PRECISE GRADING PLAN UTILITY LAYOUT (SITE SEWER & WATER) OMJmD '" . . . . - -. - -. . -. -. . . -. . . . . -. . . . . . . . . . . -. . . -. . . . . . . . . . . -. -. -. . . . . . . . . . . . . . . . . . . . • • • • • • • • • • • • • • • "22f.tQ' . • • . , • , , • . • . j. ~100 ··········1,··'·· SITE DWGS C1.0, C2.0, C4.0, C6.1, C6.1.1 CB.O C9.0 MASS GRADING PLANS (PER DWG 398-3A) c11.o; c12.0, c14.o, C17.0, C19.0, C21.0 C15.1 TEMPORARY SOUND WALL PLAN .OWNER/DEVELOPER CllY OF CARLSBAD -F/>JW'JAY CENTER 1635 FARADAY AVENUE CARLSBAD, CA. 92008 (760) 602-2720 BENCHMARK: DESCRIPTION: LOCATION: OC-D179 DISC SET IN WEST END OF SOUTH HEADWALL OF 24" RCP 0.4 MILE EAST OF INTERSECTION OF LA COSTA AVENUE AND SAXONY ROAD RECORDS FROM: COUN1Y OF SAN DIEGO, DEPARTMENT OF WORKS: REPORT SV0106-D1, 10-15-85 ELEVATION: 1 J.87 DATUM: M. S, L, I I I I \ I I .. ,.-•-, _,fl; I i1 ---.. ::-:::' -.1: 1 I -_,,.,' I ► + 'f"" I , ,,, Pl ,-lr,,,,.,__<ir, -w ~ I '(I ' I ,, \(j,,,,,-= -t .. ill I -_,,, __ , 4 ,_}{',;" I I I I ---1r;;~..,...q~~;!,.-,,,_,~,JI I I -V -: ~q~~~ \ I I 100' \ o· 100' 200' GRAPHIC SCALE: 1•=100' 300' I I I I I' I I > i KEY MAP AN ESTIMATE OF THE LIMITS OF REMOVAL AND THE SOILS ENGINEER OF RECORD'S RECOMMENDATIONS FOR RECONSTRUCTION OF EMBANKMENTS AND FILLS ARE INCLUDED IN THE REPORT REFERENCE IN DOCUMENT 002200 OF THESE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING THE RECOMMENDAllONS CONTAINED IN THE REFERENCED REPORT AND FOR ANY MODIFICATIONS REQUIRED BY THE ACTUAL CONDITIONS ENCOUNTERED IN THE FIELD, OR "5 MAY BE DIRECTED BY THE ENGINEER WITHIN THE LUMP SUM PROVIDED FOR WITHIN THESE CONTRACT DOCUMENTS AND NO ADDITIONAL PAYMENT SHALL BE MADE WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, K. DIRECTED BY THE CllY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS RESOLUTION NO. 2002-236 DATED 8-6-02 4. 5. 6. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY §EOTECHNICS, INC. DATED .QI.TOBER 12, 2001 7 . THE SAN DIEGO REGIONAL STANDARD DRA\\1NGS AND AS MAY BE MODIFIED BY THE CITY OF CARLS6AD STANDARDS. B. CITY ISSUED COASTAL (CDP 01-31) DEVELOPMENT PERMIT CONDITIONS DATED 2-20-02 , CONDITIONAL USE PERMIT DATED 2-20-Jl2 AND HILLSIDE DEVELOPMENT PERMIT DATED J!-20-02 9. 10. C.M.W.D. STANDARDS & SPECIFICATIONS FOR RECLAIMED WATER. CONTRACT DOCUMENTS AND SUPPLEMENTAL PROVISIONS FOR CARLSBAD AVlARA COMMUNllY PARK, CONTRACT NO. 36991 , DATED 8-13-02 __ . 11. CITY PROJECT NUMBER 36991 LEGEND (FOR SHEETS C1 .0-C8.0) ONLY ~ STD, DWG, SUBDMSION BOUNDARY CUT SLOPE (2:1 MAX.) FILL SLOPE (2:1 MAX.) EXIST SLOPE EXISTING CONTOUR FINISt-l CONTOUR EXISTING ELEVATION FINISH SURFACE ELEVATION LIMITS OF ENVIRONMENTAL SENSITIVE AREA SIGHT DISTANCE LINE CONCRETE STEPS PEDESTRIAN RAMP TYPE •B" & •A' 3" AC PAVEMENT ON 5' BASE (8' UNDERCUT) 3" AC PAVEMENT ON 9" BASE (12" UNDERCUT) M-26 G-27, G-32 DRINKING FOUNTAIN PAD (LANDSCAPE PLAN) WATER SERVICENPVC (SIZE AS SHOWN ON PLAN) BACKFLOW PREVENTOR N'JOVE GROUND DOUBLE CHECK V/u.VE DETECTOR ASSEMBLY SEWER LATERAL SERVICENPVC (SIZE AS SHOWN ON PLAN) S-13 SEWER C,O DIRECTION OF FlOW TOP OF CURB ELEVATION FINISH FlOOR ELEVATION BUILDING FOUNDATION RIBBON GUTTER CURB AND GUTTER 6" CURB s• 13ERM DF:TAIL •c• SHEET C2.0 G-2 TYPE •G• G-1 (DETAIL PER C2.0) S-3 $YMBOL ------3'= !I: :JI= J1 =I[ L.i£.3/='Sl.~ r y: ::y= :Y ='l: --fJ0-- (90.5) 9a5 FS --------- Iii 11111111(.II -U--_Q_ ---- ----- ---<O 315.00 TC F.F.=315.00 r__,..., Lr-,..} =· f]l 0 0 HANDICAP PARKING HANDICAP BOLLARD REMOVABLE BOLLARD (DETAIL PER LANDSCAPE PLAN) CROSS GUTTER DRIVEWAY STORM DRAIN BROOKS BOX OR EQUIVALENT CRIB WALL STORM DRAIN G-12 G-14B FOR REFERENCE ONLY PER CITY OF CARLSBAO DWG 398-:lA • DIRECTION OF FlOW/BLADED SWALE • TYPE "A' CLEANOUT • TYPE ·s• OR •s-1• CURB INLET • TYPE "G" CATCH BASIN • BROOKS BOX OR EQUIVALENT • CMP RISER (SIZE PER PLAN) • CONCRETE ENERGY DISSIPATOR D-41 TYPE "B" BROW DITCH • RETAINING WALL FOR REFERENCE ONLY PER CITY OF CARLSBAD DWG 398-JA SIDEWALK MAINT, ACCESS SIDEWALK DETAIL •o• SKEET 2 ACCESSIBLE ROUTE SIGN TRASH ENCLOSURE MAINTENANCE ACCESS GATE BLDG FOOTPRINT AREA DRAIN ("TERRACE) AREA DRAIN • DETAIL "H" SHEET c2.o DETAIL •1• SHEET 2 ------- fil!l q1,,,a1nau.«11 = ;:: :::,-@;:: ='-= "9 1 • - -la--Io.'---'C - - =;:: =' =;:: :::,-={]]] = ~ =' ~;:: -' = ======-=0 t ·· . , · I ™ ~ lFinl O>------<O ====::o DRAWING NUMBER DWG 447-6 80 of 102 IAFCO PRODUCTS • NE\N HJPE, MINNESOTA F!ECJRDER BY PART NUMElER 8553 --l"OSf'1011£llr,!"1f!'IIIMT.!lll~UNr-- KEY PLAN CONSULTANT KEYNOTES CONSTRUCllON TO UNDERCUT PARKING LOT AREAS 12" CONSTRUCTION TO UNDERCUT DRIVE ISLES 8" - P&D CONSULTANTS, INC. 8954 RIO SAN DIEGO DRIVE, SUITE 610 SAN DIEGO, CALIFORNIA 92108 TELE: (619) 291-1475 FAX: 291-1476 SEAL PROJECT CITY OF CAFILSBAD, CCWl'RACT N0.36991 AVIARA COMMUNITY PARK DRAWING TITLECOMMUNITY ca-rrER EMLDINQ PRECISE ORADINQ NOTE SHEET RE'IISION COMMEKrS DRAWN BY PROJECT NO. GL 2000-02~7 CHECKED BY DAiE PK C 12-9-03 DRAWING NO. C1.0 SHEET <?'D or IO~ " - ---1 DRAWING NUMBER SAFOO PRODUCTS • fJEW HOPE, MINNESOTA FIEOACER 8Y PAA'r NUMBER 6S53 --,rlSITtll!lfflllrilFJIIIJIITqtll'IIL~llS------/--- - --~6" SEE NOTE ~ 1,J & 4 1" CHAMFER BELOW ~ ~ fr,._.,~L,. t 30 1/2" l---+-10" 18" 65" 36" -1--2.s· -~ ==i-s· ~ _.,_ PRE-CAST HANDICAP PANEL HANDICAP SLAB BOLLARD WITH HANDICAP SIGN BOLLARD WITH HANDICAP SIGN ................. APPROX. WT. 900 lbs HANDICAP SLAB •.•••••••...•••..••.•••...•.•••.•.•••.••. APPROX. WT. 280 lbs NOTE: 1. VAN ACCESSIBLE SIGNAGE WERE APPLICABLE. 2. SIGNAGE SHALL CONFORM TO SECTION 11298.5 (CA. BLDG. CODE) 3. SIGNS SHALL BE MINIMUM 70" SQUARE -4. SIGNAGE TO BE REFLECTIVE, PERMANENTLY POSTED, IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH SPACE. 5. SEE HANDICAP ACCESS NOTES THIS SHEET 6. SIGN SHALL HAVE PROFILE VIEW OF WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. r,;.i,--.;..H.;.;..A.;.;....;N=-D l;..;;;.C.;...:.AP;...._;..P..;..;A"'""R K'"""'l.:..a.N G.a:;......;:S;.:..;:I G"""'N""""A=..GE=--~ NOT TO SCALE • CURB RAMP REQUIRED WHEN --,, WALK IS AT DIFFERENT LEVEL ~ THAN PARKING ELEVATION 14' ,-..,,;-,;,,-, 12" WIDE BORDER WITH 1/4" TYP. --6" CURB PAINTED BLUE (TYP) GROVE APPROXIMATE 3/4" O.C, HANDICAP PARKING SIGN 0 r 't!f}!Fff STOP _ _,_, I TYPICALN~ PAVEMENT SYMBOL 12:1 MAX SLOPE I 45· / (TYP) I --'----'-_,/ 0, /. 0, 9' MIN NOTES: S' MIN 9' MIN *8' MIN WHEN ADJACENT TO VAN ACCESSIBLE STALL 1. PROVIDE FOR ADEQUATE DRAINAGE. 2. FOR APPROPRIATE RAMP ALTERNATE TO CONFORM TO TOPOGRAPHICAL CONDITIONS. 3. SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTION UNLESS THERE IS EQUIVALENT FACILITATION. -4. BLUE COLOR SHOULD MATCH COLOR NO. 15090 IN THE FEDERAL STANDARD 595a AS SPECIFIED IN SECTION 522(b) 2. 5. ACCESS AISLE AT "VAN ACCESSIBLE" DOUBLE PARKING STALLS MUST BE 6' WIDE MINIMUM. 6. RAMPS ARE NOT ALLOWED TO ENCROACH INTO LOADING/tJNLDADING ZONES, PARKING SPACES OR VEHICULAR TRAFFIC LANES. 7. DISABLED PARKING SPACE MUST PERMIT USE OF EITHER CAR DOORS. 8. A PARKING BUMPER IS REQUIRED WHEN NO CURB OR BARRIER IS PROVIDED WHICH WILL PREVENT ENCROACHMENT OF CARS OVER THE ADJOINING ACCESSIBLE ROUTE. 9. WHEELCHAIR USERS MUST NOT TO BE FORCED TO GO BEHIND PARKED CARS OTHER THAN THEIR OWN TO ACCESS AN ADJOINING ACCESSIBLE ROUTE. 10. THE MAXIMUM SURFACE SLOPE WITHIN THE DISABLED PARKING SPACE AND ADJACENT ACCESS AISLE MAY NOT EXCEED 2% IN ANY DIRECTION. 1t. CURB RAMPS MAY NOT ENCROACH INTO THE REQUIRED DIMENSIONS OF DISABLED PARKING SPACES OR ADJACENT ACCESS AISLES. 12. ACCESS AISLE (LOADING/UNLOADING AREA) MUST CONNECT TO AN ACCESSIBLE PATH OF TRAVEL TO THE FACILITY. 13. SEE HANDICAP NOTES THIS SHEET ®TYPICAL HANDICAP ACCESSIBLE PARKING DETAIL NOT TO SCALE C.....,..h 3' WIDE RIBBON GUTTER c ..... f-' PARKING STALL PLAN 3' UNLESS OTHER'MSE SHOWN ON PLAN 1/2" R TYPICAL IL 1.5% 1,5% --TOP OF PAVING . . ' . . ' • • ••• • • •••A,,• l • ' • • • ' • • • • i'"'. " 111' ••• ,'. • • ,I .... \ ' " 1//~'1//)/;·W@/~ SECTION C-C NOTES: \'--NATIVE MATERIAL OR ON COMPACTED (95%) FILL 1. PRIOR TO CONSTRUCTION THE PROJECTS SOILS ENGINEER SHALL REVIEW PLANS AND PROVIDE ANY ADDITIONAL INFORMATION. ©~R...:.;..;;I Ba..=B..;::;...:ON..;........;;:.GU;::;.....:T-:..::TE~R---- NoT TO SCALE P: /PROJECTS/ENGR/7550B / ACAD /PRGRADING/508PGDETAILS.DWG 10-2-02 . DRAWING NUM.BER SAFCO PRODUCTS • NE\N HdPE, MINl'ESCITA REOADER BY PART NUMBER 8553 DRAWING NUMBER SAFCO PAO□UGrS • NEW HOPE, MINr.ESOTA REOR□e:l BY PNTT NUMElEA 6553 DRAWING NUMBER SAFOJ PAOOUCTS • NEW HCFE. M!NNESOTA REOl=tt:ER BY PART NUMBHl 9553 DRAWING NUMBER 6AFCO PRODUCTS • N?N HOPE, MINNESOTA FEDROEA BY PART NUMBER 8553 DRAWING NUMBER . DWG 447-6 81 of 102 SAFCO PRODUCTS • N?N HOPE, MINNESOTA FEOFl!lel BY PART NUMBER 6553 --P!lSITIIINEDStOfPRINTIINTliiSLll'E-----ftl3ITIIIIED&EOfPRIMTilllTHISLINt--- - --r _,....._ - - ---:--rosmON!CG!m'PPslKTOHTllll!LINE-------r-----l'llSITUll!OGEOfl'fllNTOflTIIISLINE-. -----,-----PllSITUII !OGE llf' PRINT ll!ITHIS LINE--_. -~ -r -- @-..:..:N:..:O....:D=E=T..:...:A=IL:....-_________ _ GUARD /HANDRAIL SEE DETAILS "G" 1HIS SHEET (TY?.) SLOPE GRADING PER GRADING PLAN 8' -, f I I I I I I I I I I CONST. 5" PCC CONC. RAMP WI #4 BARS O 16" O.C., BOTH WAYS AND 30% DIA. MIN. OVERLAP (TYP.) NOTE: ALL HANDICAP ACCESSIBLE RAMPS SHALL NOT EXCEED A 2% CROSSFALL ®~H.;...;;AN...;.;:D...;..I C.;;...:.A...:.;..P--:=AC-=C"='=E:--:':cS-=-"Sl-=BL=Ec....R;..;.;;A..;.;.M:.:.:..P--=DE:;;;..T;.a...A~IL'--__ _ NOT TO SCALE NOTES: . 1. ANY WALKS /RAMPS GRATER THAN 5% MUST COMPLY WITH SECTION 11338.5.1 OF CALIF. BUILDING CODE 2. SEE HANDICAP NOTES THIS SHEET 8'MAX , , • .• 12" , MIN.' ~[ ~::. EO 5' MIN. , '. 1. 2. 3. 4. 5. 6. 7. 8. 9. [ 8::'3%MAX. i:,,,._ // ~ ~ ~ ] 2:0% .,__ PEDESTRIAN RAMP WITH I LIP OF GUTTER TO MATCH A.C. PAVEMENT • .I ---=-=- r S1' 6" CUB & ;\JTIER r 5' TRANSITI lN OF GUTTER VERTICAL GUTTER TRANSITION .,, MORTAR FILLED BLOCK WALL PER CITY OF CARLSBAD MASONRY FENCE (SEE GS-16) o ;, iiu Ji ii 11 / \ 1111 / \ II II / , UII / ' II II _,,; ', UH ,,,,,, ', II L-~ -~~~ '-~ FOR ALL OTHER NOTES & DETAILS SEE GS-16 @ __ T.;_O:.........;_;_M=E=ET;.__,;,_;A..;;..C...;.P..;_A...;.VE=M.;_E=N.;..;T __ NOT TO SCALE ® MODIFIED CITY OF CARLSBAD STD GS-16 NOT TO SCALE CD NO DETAIL HANDICAP ACCESSIBILITY NOTES: LEVEL LANDING: A LEVEL LANDING -4 FEET (1,219 MM) DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER ITS FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL (8.33% SLOPE). (SECTION 1127B.5.4) BEVELED LIP: THE LOWER END OF EACH CURB RAMP SHALL HAVE A 1/2 INCH (13 MM) LIP BEVELED AT -45 DEGREES AS A DETECTABLE WAY-FINDING EDGE ~OR PERSONS WITH VISUAL IMPAIRMENT. (SECTION 11278.5.5) RAMPS USED AS EXITS SHALL CONFORM TO THE PROVISIONS OF THIS SECTION. ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATER THAN 1 FOOT (305 MM) RISE IN 20 FEET (6,096 MM) OF HORIZONTAL RUN (5% GRADIENT). THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ANY RAMP. (SECTION 11338.5.1) HANDRAILS FOR RAMPS: HANDRAILS ARE REQUIRED ON RAMPS THAT PROVIDE ACCESS IF SLOPE EXCEEDS 1 FOOT (305 MM) RISE IN 20 FEET (6,096 MM) OF HORIZONTAL RUN (5% GRADIENT), EXCEPT THAT AT EXTERIOR DOOR LANDINGS, HANDRAILS ARE NOT REQUIRED ON RAMPS LESS THAN 6 INCHES (152 MM) RISE OR 72 INCHES (1,629 MM) IN LENGTH. HANDRAILS SH.-U. BE PLACED ON EACH SIDE OF EACH RAMP, SHALL BE CONTINUOUS THE FULL LENGTH OF THE RAMP, SHALL BE 34 TO 38 INCHES (864 TO 965 MM) ABOVE THE RAMP SURFACE, SHALL EXTEND A MINIMUM OF 1 FOOT (305 MM) BEYbND THE TOP AND BOTTOM OF THE RAMP AND THE ENDS SHALL BE RETI.lRNEO. HANDRAJLS PROJECTING FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1 /2 INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAIL. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3 INCHES (76 MM) DEEP AND EXTENDS AT LEAST 18 INCHES (457 MM) ABO\IE THE TOP OF THE RAIL. THE GRIP PORTION SHALL NOT BE LESS THAN 1 1/4 INCHES (32 MM) NOR MORE THAN 1 1/2 INCHES (38 MM), OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE ANO ALL SURFACES SHALL BE SMOOTH WITH NO SHARP CORNERS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HA VE A MINIMUM RADIUS OF 1/8 INCH (3 MM). (SECTION 11338.5.5.1) CONTINUOUS SURFACE: WALKS AND SIDEWALKS SUBJECT TO THESE REGULATIONS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1 /2 INCH (12.7 MM), AND SHALL BE A MINIMUM OF 48 INCHES (1,219 MM) IN WIDTH. SURFACES SHALL BE SLIP-RESISTANT AS FOLLOWS. (SECTION 11338.7.1) SLOPES LESS THAN 6 PERCENT: SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. (SECTION 11338.7.1.1) SLOPES 6 PERCENT OR GREATER: SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT SHALL BE SLIP-RESISTANT. (SECTION 11338.7.1.2) SURFACE CROSS SLOPES: SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH (6 MM) PER FOOT EXCEPT WHEN THE ENFORCING AGENCY FINDS THAT DUE TO LOCAL CONDITIONS IT CREATES AN UNREASONABLE HARDSHIP, THE CROSS SLOPE SHALL BE INCREASED TO A MAXIMUM OF 1 /2 INCH (12.'7 MM) PER FOOT FOR DISTANCES NOT TO EXCEED 20 FEET (6,096 MM) (2.5% GRADIENT). (SECTION 1133B.7.1.3) FIVE PERCENT GRADIENT: WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 UNIT VERTICAL TO 20 UNITS HORIZONTAL (5% GRADIENT). IT SHALL COMPLY WITH THE PROVISIONS OF SECTION 11Jja,5. (SECTION 1133B.7.3) EQ 1-1/2"«1 GALV PIPE HANDRAIL TYP 1-1/2"¢ GALV PIPE RAIL TYP / 1-1/2"fil GALV PIPE POST TYP EQ 1-1/2"¢ GALV PIP HANDRAIL RETURN TYP B.3J%MAX. -~ .. . 12· MIN.' \ II J I • 'i_:,_. .-~..-.. ---r-------1-1/2"¢ GALV PIPE HANDRAIL fl V 1-1/2"¢ GALV PIPE RAIL V 1-1/2"¢ GALV PIPE POST AT ALL CHANGES IN DIRECTION AND 7'-0" O.C. 'i_, ~ ~ MAX · k-j'... "' 1-1/2"¢ GALV PIPE WHEEL GUIDE B . ~ • I') ' ' I'-' .. NON-SHRINK GROUT IN 3"¢ HOLE FOR POST CONC RAMP /I.ANDING t!.QIE; 1. 1/4" EXPANSION JOINTS 16":I: o.c. 2. WELD AND GRIND SMOOTH ALL CONNECTIONS 3. HOT DIP GALV ALL RAILINGS AFTER FABRICATION. -4. PIPE SHALL BE SEAMLESS STEEL ASTM A53 GRADE B. 5. USE DETAIL 4 THIS SHEET FOR PROTECTION OF DROP 30" VERT. OR GREATER ®~c~~~~~~~-o~ECTION NOTE: HANDRAIL CONSTRUCTION SHALL BE IN COMPLIANCE WITH SECTION 1003.3.3.6 OF THE CALIF. BUILDING CODE / 18' WATER LATERALS ~lZINQ. CALCULATIONS Bll.DNQ 'A' PRESSURE LOSS lliROUGH LONGEST RUN AT 75 GPM PRESSURE IN MAIN LOSS THROUGH 1-1 /2" METER LOSS THROUGH 1-1/2" BACKFLOW PREVENTER LOSS DUE TO HEIGHT PRESSURE LOSS THRU 2" PIPE O DEVELOPED LENGTH AVM.Ja.£ l'RE88l.ff: DEVELOPED LENGTH PRESSURE LOSS THROUGH 2" PIPE lll.U>tlQ 'B' S8.0 PSIG 14.0 6.8 3 1.3 1.1 64.8 25 FEET 4.5 PSl/100 FEET PRESSURE LOSS lliROUGH LONGEST RUN AT 47 GPM PRESSURE IN MAIN 88.0 PSIG LOSS THROUGH 1-1/2" METER 2.7 LOSS THROUGH 1-1/2" BACKFLOW 13.0 BACKFLOW PREVENTER LOSS DUE TO HEIGHT 11 4.8 PRESSURE LOSS THRU 2" .:.;10::.::,8::..___ PIPE Cl DEVELOPED LENGTH AV™ 1'RE881.ff: 56.7 DEVELOPED LENGTH PRESSURE LOSS THROUGH 2" PIPE lll.U>tlQ 'C' 480 FEET 2.25 PSl/100 FEET PRESSURE LOSS lliROUGH LONGEST RUN AT 47 GPM PRESSURE IN MAIN 88.0 PSIG LOSS 1HROUGH 1-1/2" METER 2.7 LOSS THROUGH 1-1/2" BACKFLOW 13.0 BACKFLOW PREVENTER LOSS DUE TO HEIGHT 2 0.9 PRESSURE LOSS THRU 2" _1:.::.8::___ PIPE O DEVELOPED LENGTH AV/JJ..J/i!A.Ji: l'IE88tA'E 69.6 DEVELOPED LENGTH PRESSURE LOSS THROUGH 2" PIPE lll.U>tlQ 'D' 80 FEET 2.25 PSl/100 FEET PRESSURE LOSS THROUGH LONGEST RUN AT 28 GPM PRESSURE IN MAIN 88.0 PSIG LOSS lliROUGH 1" METER 2.5 LOSS THROUGH 1" 11.0 BACKFLOW PREVENTER LOSS DUE TO HEIGHT PRESSURE LOSS THRU 1-1/2 " PIPE ~,j>~~TH DEVELOPED LENGTH PRESSURE LOSS THROUGH 1-1/2" PIPE / 14 6.1 7.4 61.! 210 FEET 3.5 PSl/100 FEET MAINTENANCE BLDG DRIVEWAY 0&10& NOT TO SCALE ®--H_A_N_D_R_A_l_;O--T D ..... TOE_s!-t-~L_S___,(_T_YP_ ...... ) __ _ EXPANSION JOINT /1/8" R FILLER MATERIAL / NOTE: HANDRAIL CONSTRUCTION SHALL BE IN COMPLIANCE WITH SECTION 1003.3.3.6 DF THE CALIF. BUILDING COCE WEAKENED PLANE JOINT SCALE 1" = 1'-0" 1/2" (PAVEMENT) 3/6" (SIDEWALK) (Q EXPANSION JOINT DETAIL SCALE 1" m 1'-0" KEYNOTES KEY PlAN CONSULTANT ■ P&D CONSULTANTS, INC. 8954 RIO SAN DIEGO DRIVE, SUITE 610 SAN DIEGO, CALIFORNIA 92108 TELE: (619) 291-1-475 FAX: 291-1-476 SEAL ,,,. PROJECT CITY OF CARL88AD, CONTRACT N0.36991 AVIARA COMMUNITY PARK DRAWING T~ CENTBI BULDINQ NO. DATE I\ I\ /\ PRECISE QRAOINQ PLAN DETAIL SHEET REVISION COMMENlS DRAWN BY PROJECT NO. CL 2000-0247 CHECKEI) BY DAiE PK ~ 12-9-03 DRAWJNG ND. SHEET -! ' DRAWING NUMBER SAFCO PRODUCTS • NE\N HOPE. MINNESOTA RECJ:IOER BY PART NUMBER 6553 ---nm;iii11m:~f.Fl'Rllo"i'i!il1"~1~tlll"--- DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINl'ESOTA AECl'IDER BY PART NUMBER 6553 ----pr;:;;,;;m rnr.:e:;Fi'!ir,;,'iJll'l'li!!! Llllr---j DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA fl;DRDER BY PAFIT NUMBER 6553 -·----r ----- DRAWING NUMBER SAFCO PRODUCTS • NEW Ht:JlE, MINNESOTA AEORt:ER BY PART NUMBER 6553 --ru;;,,,u~w,,,._..,,,,,, ut1,n,,,dlrr------r ----- DRAWING NUMBER SAFCO PRODUCTS • NEW HCJPE, MINNESOTA REORDER BY PART NUMBER 6553 ----no,,ou~sll"~Jti'i,{N,..,,",~'-"''E------,---- DRAWING NUMBER DWG 447-6 82 of 102 SAFCO PRODUCTS • NE\N HOPE, MINNESCTTA /. REGIDER BY PART NUMElrR 655:l KEYNOTES SHEET REFERENCE SITE DWGS CITY OF CARLSBAD ENGR. OWGS DWG 398-JA-- DWG 398-JB•-- DWG 341-5 -- CONSULTANT SHEETS C11,C12,C14 C17, C19 & C21 TO THIS SET SHEETS C31 TO C41 THIS SET SHEETS C42 TO C43 THIS SET - P&D CONSULTANTS, INC. 8954 RIO SAN DIEGO DRl'vr, SUITE 610 SAN DIEGO, CALIFORNIA 921 oa TELE: (619) 291-1475 FAX: 291-1476 SEAL PROJECT CITY OF CARL88AD, CONTRACT N0.36991 AVIARA COMMUNITY PARK DRAWING TITLE . COMMUNTY CENTER BUI.DINO PRECISE GRADING PLAN NO. DATE RE\IISION COMMENTS DRAWN BY PROJECT NO, GL 2000-0247 CHECKED BY DATE PK C 12-9--()3 DRAWING NO. C4.0 SHEET ? d---OF \ D &- I DRAWING NUMBER SAFCO PRODUCTS • ~EW HOPE, MINNESOTA REORDER BY PART NUMBEFl 8653 ·---r----~tl'!!ll~IJ<F""!'TIJ!!"'!l!l,!.111~--- R c._Q\J\'<) Et'. / 324.0 320.5B 22.1TW 321 _24 320.58W FS 322.1TW 319.9BW 320.5 FS 8" AREA DRAIN RIM EL=320.4 IE OUT=319.4 . "" 1../S D.G WALK TYP. STEPS (TYP) :;22 32 · :;22-'1'1!114!-.--~, Ed~.-£ 321{.i!!JO-~~~~ fS '·.':_,k· •• \ ; '-.~- ' ' PROJECT --· sourm.~.~Y 2f' O'! 20' 40' 1 60' ~ \\ E NC. <'(( ._ ____ G_R_AP_H_1_c_s_c_ALE_:_1_·_-_2_0· _______ .,,_~~= t~~B-I -·--·-- DECOMPOSED GRANITE WALK OR PER PLAN 12·• GRADING PLAN 1----18' ----i © SEAT WALL (RETAININOJ NTS • EXPANSION JOINT CHANNEL DRAIN _ _,- EAT 12' 508-TERR~.CE-civil.ciwg 7-24-02 9'43,56 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6553 --r • FXJSTING L. -- • -----AC BE M-AN . • ·Sr. SIDE " I',:, •. "'.s- 48' PER PLA DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDE~ BY PART NUMBER 6553 DRAWING NUMBER BAFCO PFIODUCT5 • NEW HOPE, MINl'ESOTA REORDER BY PART NUMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NEW HCFE, MINNESOTA flEORt:ER BY PI-\F!T NUMEIER 6553 DRAWING NUMBER DWG 447-6 83 of 102 ----"1.",rTl(ll!!;flr.fOFl'ftl/tf:)ll'[lll~llll~----~1'(l;,'TUJl'OIGtQFPIU~fJflTlll>'."'1S----l ----' --!"tmmoMaJ~EOf~IM"'"lliTlll~llll[---r--- SAFCO PRODUCTS • NEW HOPE, MINNESOTA F!EOROER BY PART N~!3EF! 6553 -!'O~MGNBIIJ.s:lf!'Nlll'i!TIIISllfll'--..,.....:...._ --· -1 5 iC , _ __,,32f,;2;,-. fS ,--:,22.0 ------ 322.9 E.G '!,22.4 ,c 319.79 1FS TO EX!ST EWALK .0 ' EGIN CONC. . t---\f_~I,!~ TCJ:ic ow _EXISn r.~, - I ::f.5 ! CONS'r. -£0JIICR 20' o· 20' 40' 60' ------, • .,,,-= --, ~ ··,. - -. -GRAPHIC SCALE: 1".,20' REFRESHMENT SERVING AREA SEE DETAIL C.6.1.1 ~-CONST. 4" PVC CLASS 150 SLEEVE i !: SEE SPECS. i \6• DECOMPOSED GRANITE --~f'C' 7 fj,.V. f' ,;,.1--,,.. st1>-i ~1>: CONST. PICKETT GA TE SEE DETAIL (T'r'PICAL) • Ci''cr\ ,1·~12 J----tl" Ii:" . Ii. ~~ """~ eJ>-SIN R OF ING TREE OPENING IRRIGATION SLEEVE \ \ " --,,;.-- --- ---I,' -- - I I CONST. PICKETT GA SEE DETAIL (TYPICAL) QI< ;Rl>-S'rl stf. .,,,--~c1.~ttv..1>-'-1>-RCl"I' I,_ l'\.)J'IS ·~-1+---TRASH ENCLOSURE DETAIL H SHEET C2.0 TO EX!ST W/1.L~: Sl\:'1;'( .C l-,~----1 , ___ \ L SE~M._ !PILASTER FOR GLASS BLOCK (TYPICAL) 48" SOLID BLOCK WALL ______--; -----.•. (' 19_5-r .. -------- -STUCCO TO MATCH BLDG. -CAP TO MATCH BLDG. STONE VENEER TO MATCH BLDG. BUILDING SIDE ONLY 2"X8"X12" CMU GROUT CELLS SOLID 20" OR AS EXT. FINISH CMU ------------ LAYOUT PLAN FILLET WELD STAGGARED 3• ---rrSPACED 12" APART f ~-SEALANT & I BACKER (TYP) I PC GLASSBLOCK f UNIT HORIZ. PANEL REINFORCING -It-=-==== '---FILL SPACE W/ EXPANSION STRIPS 11 '----STL L2x2x1/4 WITH .,,--12"XB"X12" CMU PILASTER GROUT CELLS SOLID. .,,--FINISH UNIT FILL SPACE W/ EXPANSION STRIPS "---+-~veriTru SPACE ANCHOR r~~--c,-!l...S:J PC GLASSBLOCK PER PLAN#4 12" O.C. HORIZ #4 24" O.C. VERT LOOP I I ANCHOR B6LT (TYP) ------~'r-----EXT FINISH PC PANEL 9½2"x1/2" THK. CONT. PLATE W. (3) ANCHOR UNIT '---SEALANT & BACKER (TYP) 4 12" CONT. HORIZ. 1 "DIA. x 4• NELSON STUDS AT CL STL L2,2xl / 4 WITH ANCHOR BOLT (TYP2 IA\ GLASS BLOCK IN CMU WAL ®GLASS BLOCK IN CMU WALL NTS PLAN VIEW MAX 1" NOTE: \VNTS STUCCO PILASTER 12•x8"x12" WITH 2• PRECAST CAP TO MATCH ARCHITECTURE 'I--, NOTES: FINISH GRADE ~--8"X8"X16" CMU STUCCO TO MATCH BUILDING BLOCK CAP TO MATCH BUILDING 8" SQUARE GLASS BLOCKS "DECORA" PATTERN EQUAL PER PLAN 1. VERIFY POSTS SPACING WITH STRUCTURAL ENGINEER FOR WIND LOAD REQUIREMENTS AND ETC. PRIOR TO CONSTRUCTION. 2. STUCCO (PLASTER) TO MATCH BLDG, PATIO GLASS BLOCK CD PERIMETER .WALL NTS 12":I: 17,-",:;1/,ry,t;,Y,'7'?l;-J,.--12"X8"X12" CMU STANDARD '• GROUT CELLS SOLID. KEYNOTES LEGEND: DESCRI PIION SEAT WALL PER DETAILS 4 & 5 THIS SHEET ART WALL PER DETAIL 3 THIS SHEET 48" GLASS BLOCK WALL SEE DETAIL 1 THIS SHEET EDGE WALL SEE DETAIL 2 THIS SHEET ENHANCED PAYING PER COURTYARD DETAILS A101.1 & SPECIFICATIONS 02781 CONCRETE FLATWORK COLOR TO BE SAN DIEGO BUFF PER SPECS E,J. = EXPANSION JOINT 0307 C.J. = CONTROL JOINT 0306 WALL SUBDRAIN KEY PL.AN CONSULTAl'IT SYMBOL r ; I r·1 ) 11 I : . ·~-: I TYPE f TYPE f ,-..--18' __ ... SUB-GRADE ®EDGE WALL 4 12· o.c. -..... ..... ~ ··,114• · _. ·, ... GROOVES ARE TO BE LOCATED ON EVERY lREAD AND UPPER APPROACH. (TYP.) ,---2" PRECAST CONC. CAP SEAT ON 1 /2" SETTING BED NO. 4 REBAR VERT. AT EACH CORNER. ~~~~r--2" PRECAST CONC. CAP SEAT ON 1/2" SETTING BED II P&D CONSULTANTS, INC. B954 RIO SAN DIEGO DRlvE, SUITE 610 SAN DIEGO, CALIFORNIA 92108 TELE: (619) 291-1475 FAX: 291-1476 i-----30' ----i NTS ' ... ,,•, EXTERIOR ST~P; <:.< ;,:\'>..,.· .. -~ ... e·xa·x15• BLOCK ,,--GROUT FILL ALL CELLS W/ REBAR SEE MATERIAL SCHEDULE. ®ART WALL NTS NOTE SEE SDRSD C-10 FOR DETAILS EXPANSION JOINT-FINISH WITH THICKOL JOINT SEALANT SEE GROOVE DETAIL (TYP.) ~--#5 Cl 6" o.c. HORIZ 1/5 Cl BOTTOM OF EACH 11'1SER COLOR CONCRETE (WITH SAND FINISH ~-SCHEDULE TO MATCH DECK) 520-3000 18" li5R PER PLAN .,..,.....,.....,..,..-.... GROOVES DETAIL TOP RAIL 2"x1" TUBULAR STEEL NTS GATE LATCH -----1.JI.-IHI WITH KEY MECHANISM (POST)--1HI-IH 5/8" SQ. 3'-0" GATE ~-(13 NOSE BAR CONTINOUS PICKETS (I 45/8" o.c. WITH 4" MAX. CLEAR OPENING BETWEEN BARS TUBULAR STEEL 31/2"x3/12"x1/4" W. CAP PLATE INGE (2) CONST. CHANNEL DRAIN PER NDS II 660, 815 OR EQUAL) ONCRETE WALK R PER PL TC 321.85 IE 321.40 . . " · ... -.• , -....... _. .. STUCCO (PLASiER)-SmE AND ~-OOLOR TO MATCH BUILDINGft,{ONUMENT PER COLOR FINISH SCHEDULE . STUCCO AT ENTRY WALL ONLY #4 REBAR Cl 15• 0.C . VERT. OVER LAP DOWEL 20• f3 HORIZ. REBAR 16" O.C. 1/ERTICALL Y. _,,-#4 DOWEL TO MATCH YERT AL TERN ATE HOOK DIRECTION CONC. WALK (TYP.) TC 321.75 L 321.25 .. -'• , -.. -~-. ~ ----t[ ";.~i•'',-.,L,"';'"'">-.; :~-~_Ft?~ ::y7rt·~tr_tr13~~:-·· . ~ ... _.·:.·_:.;,· -~-.; . ,r-.-.· ... .:1:• ••• . :·•·-tt-..._ .... .... · .. EXPANSION JOINT . . . . , .. ••. 4 ••••••.• #4 016" oc !NISH GRADE 1'-6" #4 CONT FROM WALL FOOTING isl SEALANT & BACKER ROD, TYP. STONE VENEER TO MATCH BLDG. BUILDING SIDE ONLY 1__....-NO. 4 REBAR HORZ. 16" 0.C. 1....--NO. 4 REBAR VERT. i ,:: ;'. · _.,,-LIGHT PER ELEClRICAL PLANS • ' ';,I' I~~ LOCATE BETWEEN VERT. REBAR •' !; 12·xs·x12· CMU STANDARD GROUT CELLS SOLID. 1--ELECTRIC SWEEP AS REQUIRED a4,""i!,,-f-PER ELECTRICAL PLAN (TYP.) ' •• < ,. ., I,, ••• ,. 1· •• < I • ! ' . • • I • . • CONCRETE WALK --oR PER PLAN SEAL PROJECT CITY OF CARL8BAD, CONTRACT NO. 86991 AVIARA COMMUNITY PARK DRAWING TTTlE COMMlNTY cetncR BULDINQ TERRACE HARDSCAPE RE'vlSION COMM£NTS TRASH ENCL ORAWN BY PROJECT NO. SP 2D00-0247 'HEC~ED BY DATE NOTE JB c 12-9-03 ORAWJNG NO. C6.1 SHEET ¥"3i OF LD&- . I DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FEDROER BY PARl' NUMBEfl 6553 DRAWING NUMBER DRAWING NUMBER SAFOJ PRODUCTS • NEW HOPE, MINNESOTA SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6553 RECJ'IOER BY PART NUMBSl 8553 -- --, - - -----rosmON!DIIEOFPljlNTO!ITHISLIIE------, --------PCSITIDll&IIJEOFPI\INTotlffllSIJllE---· - --, -- - --rosmONEDGEOFP!llllTONllOSLlll'E-- (!_)REFRESHMENT SERVING AREA-WALL ELEVATION N.T.&. -rr---~_.,(__ IUMIW,I LATT~ PER r,n,_ Efft<;. IUMIW,I~ r----...___ PER r,n,_ Efft<;. ·------~~-~-I 11.WIH.M P"5T PER r,n,_ ~- fi:AT WIU. PER IUAI.$ ft1""D" U.I ' . .. ' ' Hl'MCl5 AIIIEA •Tu.Et> COI.NTER TOF, 'IHc:> TIP -~&T()R.Mre~ AEFIEa.-f ENT& •. -(!)--,._ I N = -Ii) •. DRAWING NUMBER SAFCCI PRODUCTS • NEW HOPE, MINNESITTA FEOROER BY PART NUMBER 655:3 _,_,,,,_---r----.-l'QarllOft[l)IIEOFPfilllTONffllSLIN1::-- ---I -----r- I I I I I METAL C'NS!Plll-ll!AC> TN!LLI& l"Elll Hl='cir. er-ee. ANc::M0F1: IN &EATWALL ANC> C>EQc:. Cf' 1E~ COLOl't TO c::<:)MlDLIMl!NT ---- .--PO&T t'n1".J ATHAL.L ------------- ' .• ' ' ~ . ,. -----..; . ' ,. ' L;\ t':2 .~_:tt~~l2:::':___*\\'.{._:._I ~. ~•-~"- T .. 0REFRESHMENT SERVING AREA-BAOK ELEVATION N.T.&. E!IN<. R<EA Wlll1 PRAIN fliR &IJTl>OtR UEe =Iii< TO !UM!" 511\f\.E. &ERIMI<' Tl.E-ult'R r,y .:¥11-ER fJ Ult~&"-~ a.ECTRJcll. ,:,un.u -PER~~ 61"t.1'Vee-~xw -Tl.E llL 151?1:'S !$11.UQ TO MATctt l!U)e,. EllP. ,If". reT'M:fN =· £LI!>&~ WIFIE'5MEP lill.1IIW ~--.i ~~-'------'j~++---~----.,...--------.--r------' IUMIIU.I at.I.Ml f.::R TRfU.16------1 Pl:R ""'· ~- 51N<.-~.::R TO \~~f.::R ITl.E~-UNTl'Kl".::R TO rr ~ FliR ,'t.. ~ tMLEr·-----1-+---- Fl:R fl.UT!sl?II.. F'LAN ----+---jr----6TUUO ffilGH 2-WAT5 U1A: TO MATctt l!lre=------Jl--+----1\!:ATrfR ffiaF e>OIW ~ f.::R 61"------+-+---- "' HtRIZ e T<W Nol' Mm.E ---11---1-----AW "1cRTN Ot,. ~ ~ea.us=. fO~xi,S ~ fU'a'.---1----1---- Fl.J.M, ~ Uf,E TO~-N 2,• PV<C elA56 J'-'Q El.f51= PlfE 08EOTION N.t.e. 51N<. Wlll1 - l'JN.- .:. :.•~:-·•. •t,,• .• ", •, -·: ... ,, " •. ' ·• ·-~" .. . . · .. ,., . . . .. ' .•. ~ .... ; .... ·, ' ' ... ,,·---.. , ,. ·.· ~-fEAT Wlti. EEi: !UAL & 5t1':Er U1 2-• PV<C i:MN Pf'E Pl:R eRl()ite FUN 91:Er U.I LATTICE PATIO COVER 9TRELLIS PLAN9 NOTl=, CONTRACTOR TO Fl'?OVIPE 61-lOP P~I~ FOR Tl'<l=LL.16 FER MANLFACTURl:6 6FECIFICATION6 L;\ \ .4$6-IN> &U!EVE ING Tqfltf< ORTOCOl'N!! eie -I • ---r--- DRAWING NUMBER SAFCO PRODUCTS • NEW HCFE. MINNESOTA REORDER BY PART l'«..IMBEA 6553 --POSITIONfCOEIFPIIINTONTIISLIIE------r --- DRAWING NUMBER DWG 447-6 84 of 102 BAFOJ PRODUCTS • NEW HOPE, MINNESOTA RE□f:IDEA BY PART NUMEIEA 8553 ---PDSrrtllN!Dai=Of!'IIIIITOIITIIISUIIE----__,__ -..r - KEYNOTES KEY PW! CONSULTANT --+- - P&D CONSULTANTS, INC. 8954 RIO SAN DIEGO DRIVE, SUITE 610 SAN DIEGO, CALIFORNIA 92108 TELE: (619) 291-1475 FAX: 291-1476 SEAL PROJECT CITY OF CARLSBAD, OONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWlNG TITLE COMMlNIY CENTER BLI..O!NQ REFRESHMENT SERVINO AREA NO. DATE RE\IISION COMMENTS DRAWN l!Y SP PROJECT NO. 2000-0247 CHECKED llY OATE J!I C 12-9-03 DRAWING NO. C6.1.1 SHEEJ 4-Of lO~ ---r , ' \ \ \ \ \ \ / _;' I \ \ ' ' •. \ ' DRAWING NUMBER SA.FOO PRODUCTS • Nl:'N HOPE, MINNESOTA REORDER BY PART NUNIEIEA 6553 --1'113ITIONEllllEDFJIIU!ITOIITIUSUIIE-------, __,,.._.. // I I I I I I I >-i-/ / / I I \ \ " P: /PROJECTS/ENGR/75508/ACAD/PRGRADING/508PGDS04.DWG 7-24-02 DRAWING NUMBER SAFCO PRODUCTS • NE\/11 HOPE. MINNESOTA REORDER BY PART NUMBHl 6553 ----l'U:SITION~DGEll"PIIJKTOHTMl3l1NE- =--= IE :;og.50 IE 310.50 j DRAWING NUMBER SAFCO PRODUCTS • NEV\/ HOPE, MINNESOTA AEOROER BY PART NUMBER 6553 ---f'OSITTONBIGEOFPIIINTINITIIISUME-- S" SEWER LATERAL @2.\0% ·N·•f ':'·.'/ ' \ SEE· SHEET NO. C7.0 i --__,,,,,,.,._ -, - , i I -- DRAWING NUMBER SAFCO PRODUCTS • NE\N HOPE, MINNESOTA REOAO€R BY PART NUMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NEIN HOPE, MINNESOTA FIECJ=IDER BY PART NUMBER 855:J DRAWING NUMBER DWG 447-6 85 of 102 SAFCO PRCIJUCTS • NEW H□PE, MINNESOTA FIE0R0ER BY PART NUMBEFl 8553 --POSITIINED&EaFPRINTIINTIIISUIE-------r-----PllSITIDN tDIIE o, Pllll!T ON THISUNE-------r-=--,----P091TIONBlSEDFPllJNTllfTIISLINE------r 'j • ... --·-..::.-!.::_,J__ 5 3ri:: .. , --/lJ>':'..:....' ll\1 ~-":--::-_ ~ r.: r.·, n·, ~ -, ··--...d)t ' ~· -w--·· -~~tL~-·~ ' \ ' :,-<: \ NI \ ~ I \ -,~--· - ----~,-. . . ' -/ ,,..--., , .· --- -- I i' ,/--. ! , / , I I . i ! ----.--, ) c: ·~.--1 ]L-· ! .---[ , c.. __ '-:_:i I /4 i LAi, Ste. , -------··--· ' ·:' ·(. \ ,,,----.., _,._ ·r·"" ,J_,c-, ~•.:: ,, ___ ,, . ----____ .,._ ' TP 305.00 'if ~ \ -~ ,· ;{>-c,c:__.,,-~-::=c:c:::::,,-~ ~ __ ,,,, .. -.-:;:: ' r... vr~\ n::2 t,i/\1~: s.::t Pu n~IF'!~ ',1[1,/E.!-:T PU•., 1 308-3/-\. ~ 64+1 f.. ,.,30-:1. . ,3 4--NJ.U. _ 1 · -:1os;;:rr . -,,..,2-;-y-i,-~ " !.~~-, ·1: r.-= • ' --' , c:..'i c. 2sc,.2 ·, l ,ff'\ --~--... >, V/' '!~' ,., --'.~, . , -c.:~:, ., s '•,;c1>- , \' \· / <\..~ .. :, \7i\''· .:, ' ; I ' .'.' C \ L.!J -,-·-•·-( :-, ~ .· w Ld rn ' . \ KEYNOTES 1) ALL SEWER LATERAL SHALL HAVE 2% GRADE, 2) ALL WATER LATERALS SHALL HAVE 2,5' COVER, KEY PWI CONSULTANT ■ P&D CONSULTANTS, INC . 8954 RIO SAN DIEGO DRIVE, SUITE 610 SAN DIEGO, CALIFORNIA 92108 TELE: (619) 291-1475 FAX: 291-1476 SE'AL PROJECT CllY OF CAFl.SBAD, CONTRACT N0.36991 AVIARA COMMUNITY PARK DRAWING lITLE COMMlN1Y CENTER BUI.OINQ NO, DATE UTILITY LAYOLTT REVISION COMMENTS DRAWN BY Cl PROJECT NO. 2000-0247 CHECKED BY OATE PK C 12-9-03 DRAWING NO, ca.a SHEET ?S" OF LO~ DRAWING NUMBER SAFCO PRODUCTS • Nl:W HOPE, MINNESOTA FIEOROER BY PART lllUMSER 6553 --,O,ffl'l!!NFIWlll'PRIIIT!Jll11(1~1111f------r---- CITY Or ocuiis10{ ·. : : · ·.. ·: . : .. : ·. . . ... . . . . . : ; . . , HIGHWAY · 'a : · · • · · · .. . : .. .. '·.· · .... . . .... . •. ·.· ......... ----;,;r,, . ·:. :.·;:. . . • .. . . . -. ::· .. _ . ... . . ·: '• ·-·· PACIFIC' .. · .. pCeAN· EXlSTiNG STREET LIGHT ' : ': : .. : . ~ : ..... . txisrlNG F :r-i: ASSEMBLY < •··• i >i ·, ·--'-'I ' · • • •.· . . .. ·-. . . .. . .... .. . . -· . . . ..... . • EXISTING STREIT. NAME SIGN .. · .·. ·: : . : . · . • • i. 4 .· ·.. . • . · · .. ·. · · . ,·:·.·... .. . ··.-· ... _ .. _ _.,. •. ·... . .·· . :· .... ··: .. ,·· ... -..... · .. :· ·-... .-· . "EXISTING SlORM.tlRAIN': .... •·:. .:".··:·:.•:.-.:.': s .-·: =,.· ... · •ExisriNG liiciA1Mtti WATER : . ' :: . j ... ·• i?ii. .··.·.·, .·:·. :·.' .' ; >. · ..... . . . . . -· ·:. : ·.-. · .. :-. . . . . . . . .-.-. . : : : : . . :.-·. :-:-.:. :·.. : :_ .· :: . . . . .· . . . ...... ·_ . . ::. : · : . :· :_ . _.. . . . . . :· . . . P: /ENGR/175508/GRADING/SHEET /508GDS01.dwg 7-24-02 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA AEOFIDER BY PART NUMBER 6553 --l'll.~ITl!!Nffllll'llfPIIIIIT!)!l'fl{l~IINF-- DRAWING NUMBER SAFCO PFIIJDUCT5 • N8N HOPE, MINNESOTA FIEORDEA BY PART NUMBER 6553 --Pll3ITION EDGE OF !'lllllTOIITHIS LIi!----==-- -___,, --- DRAWING NUMBER SAFCO PRODUCTS • r-EN HOPE, MINNESOTA FEDRCJER BY PART NUMBER 6553 --fll3ITIDIIEllllEOFPIIINTlllll1HSUNE------r --- DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIEDRDEA BY PART NUMBER 6553 --,n.~rruw~nll'dFPRJIIT!)NfllL~IIIF----- CMWD DRAWING NUMBER DWG 447-6 86 of 102 EAFCO PFIOOLJCTS • NEIN HOPE, MINNESOTA FIEDADER BY PART NUMBER 655:J --fMrTl!!Nll'U!•~"!!IIITl)!IT!'•~L'!"'----- KEYNOTES -r ,-.... ~ z 0 w () z w 11'.'. w LL w 11'.'. t:=========================:;i 11'.'. f2 KEY PLAN CONSULTANT ■ P&D CONSULTANTS, INC. 8954 RIO SAN DIEGO DRIVE, SUITE 610 SAN DIEGO, CALIFORNIA 92108 TELE: (619) 291-1475 FAX: 291-1476 PROJECT crrY OF CARLSBAD, CONTRACT N0.36991 AVIARA COMMUNITY PARK DRAWING TITLE 00MMlNTY' CENTER Bll..DINO MASS aRADING NOTES RE\IISION COMMEN1S DRAWN BY PROJECT NO. GL 2000-0247 CHECKEO l1Y OATt PK 12--9-03 DRAWING NO. C11.0 SHEET ~lo OF L D &- ......... ~ z 0 (.f) w (.f) 0 CL 11'.'. :::, CL Cl -m 11'.'. f2 I . 1--~ 11'.'. w CL w ~ 11'.'. ~ w (.f) 11'.'. w Cl z :::, ~ CL Cl z -Cl ~ Cl () :J co :::, CL I DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DWG 447•6 87 of 102 SAFCCI PRODUCTS • t-JEW HOPE, MINNESOTA fleOROEA BY PART NUMBER 6553 SAFCXJ PRODUCTS • N£W HOPE, MINJ\ESOTA REORDER BY PART NUMSER 8553 SAFCO PRODUCTS ■ NEW HOPE, MINNESOTA FEOR□ER BY P.AITT NUMBER 6563 -----1 ----_,.,,r111111,n""t)S"..al11T<)llfl1Lqt1111=--~ __ _, SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIEOROER BY PART NUMBER 6553 - - - --~!"''t"!'!!l"f'l!'!'!'!""'1!i~'..!"'=---! SAFC:O PRODUCTS • NEW HOPE, MINNESOTA F!EORt:l:R BY PART NUMBER 6553 --!"!!!"'~~~~'l!'~i'!"~'!1!!~!111"--- -----1 SAFC□ PRODUCTS • NEW HOPE, MINNESOTA l'lECflOER BY PART NUMBER 6553 ___,___ ---i -- - --I - - ---PIISmoNIDDEo,IPIIJNTOll'THl!llllfE---I GENERAL. :MASONRY >WALL NOTES : ·. (IN AOoriioN TO THE REQUl~EMENTS bf CHAPTER 11-06 'oF 'THE · .. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED · @ . . . . .. . .. · .. . · CARLSSi'.D MU.NICIPAL CODE.) . · ·. · . : •.: •' .·· · •.··.: :.·. · ·. · • ·. . . · BY THE crry OF .CARLSBAD LANDSCAPE MANUAL, THE .LANDSCAPING· .PLANS FOR. 1• . SEE DETAIL.· D FOR wAi.L. J<lJNT ·SPACl~G . 1. THIS · PLAN . SUPERSEDES . ALL OTHER PLANS PREYIOUSLY APPROVED BY THE CITI' . · · THIS PROJECT, ON SHEET$ l1.01 lHRU L6.02 OF 'THE AviARA COMMUNITY PARK . ·· ·· · · . ·· ·· · · ·. · ·. · · · · · · · · · . . .. ~F CARLSBAD .. REG.ARDING GRADING. SHOWN ON THIS SET OF PLANS .. ·. · .. . . · .·. . BUli.[)INGfilTl:°PLAN DRAWlNGS ANO/OR AS DIRECTED BY THE Ctn' ENGINEER QR ·: . 2; .All BLOCK BELOW GRADE OR RETAINING SOiL SHALL BE , ·2 •. ~PROVAL .OF THIS PLAN DOES NOT · LESSEN OR . ,WAIVE ANY pORllON QF ,THE . . . : PLANNING DIRECTOR .. ·.· .. ·. · . · : . . . . , :·· . . . ·: . . . .. · ·. · · : .GROUTED. SOLID .. · BLO<::K ABOVE GRADE .. SHALL BE ·c;ROliTED . . : · · CARLSBAD MUNICIPAL CODE, JlESOLOilON OF CONDITIONAL ·.APPROVAL, ·CJTf. . .· · .. ·. :: ·· . ·.: ·. · · . . . • . , · . :· . · .· · · . ·1N CELLS WITH HQRIZONTAL OR .VERllCAL REINFORCING .ONLY •. ·· .. · STANDARDS •OR OTHER·:·ADDITIONAL·.oocuMENTS ·LISTED HEREON .. AS · :-rnEYMAY:.>· 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CON:TRACTORS SHAf.L·.COORDINATE . . .· .. : · :·· .. · ..... · · .. . . · . . . ..... . :.·. PERTAIN . TO ·THIS · PROJECT. lHE ENGINEER IN RESPONSIBLE · CHARGE SHALL,·· . THE WORK OF THESE GRADING PLANS WITH THAT.SHOWN ON BOTH THE LANDSCAPE · ... 3 •. BAGKFli..L MATERl,;.l:'SHAf.L BE COMPACtEO .TO 90% RELAllVE> : .·. : . : .REVISE .lHESE PLANS .. WHEN NON-CONFORMANCE·IS DISCOVERED •. ··. · · .. · , . . AND IRRIGATION ·PLliNS AND .THE IMPROVEMENT PLANS AS lle:QUIRED : FOR . 1HIS . . . ·:. :COMPACllON .AND SHALL.llE INSPECTED AND APPROVED. BY Tt-1.E·: : · 3. CITY Af'PROVAL·OF P.LANS DOES NOT RELIEVE .THE DEVELOPER ORENGiNEER:..o{.:. YIORK ll(ACCORDANCE WITH THE ~ANDSCAl'E MANUA.L.llME REQUIREMENTS .. · ·4·_. rOROOTIJENCGTESOXC!LSA.VAEll(ljONGUISEERSH· .. :L··.e·E··.R:E;.E·WE':D: ·e··y· ·TH ... E ·P .... R:0· J:E·C·T. ·. : .. ·· . ' . . . :WORK : FROM · RESPONSIBILITI' ·roo THE CORRECllON , OF : ERRORS AND OMISSIONS . . · · . · · · . ·· . ·· . . : · · · . · . · · . · . . . . · . : r "'-" . ·: DISCOVERED .DURING· CONSTRUCllON .. ·ALL•· · .PLAN 'REVISIONS SHALL .. BE PROMPTLY·: .. : ~: STORM .DRAIN PIJ:'E SHAf.L BE REINFORCED. CONCRETE · PIPE · Wl:Q-1 ·A MINIMUM : . SOILS ~IIIGINEER FOR COMFORMANCE W!1H :THI:; GEOTHECHNICAL·: . · .·SlJ8M1TTED TO THE .·an·.ENGINEER •FOR ·APPROVAL.. ··: ' · · ... .. . .. · ···. · · D::cLOAD OF 1,350. ·FOR PRIVATE STORM · DRAIN PIPES, .l/P. TO 15 PVC. MAY. Bf ·.. ' .· RECOMMENDAllONS PR!OR ro· PLACEMENT OF REINFORCING: .. · .. . : .. . . . .. . . . . . .. . .. . . . . . . . . . . . . . UllLIZED PROVIDED. DEPTH IS LESS THAN 15 FEET AND ·l3ACKFILLED WITH 3/4 SiEEL OR ·coNCRETE · · · · ·: 4. ·A. RIGHT-OF::cWAY PEllMIT. ffiOM ··JH~>CllY :Er-lGINEER WILt .BE REQUIRED. FDR AIIIY · ·. ROCK · PER SDRSD s.a:4 TYPE. •c•. AND . PIPE· MEETS ASTM STANDARD 3034 FOR · :. · ·. . . . .... . . ·. . · · .·. :; WORK IN. THE .. :PUl;lLIC·. RIGHT. OF: 'WAY. PRIOR· TO •PERMIT ISSUANCE, .·A . ·.·soR .35 ';;OLIO VIALL PIPE. · · . . . . . . .. . . . . · );, .JHE FOOTING CONCRETE•SHALL'E)E PLACED·. · "· .CERllFICATE .. OF: .IN.SURANCE ·MUST BE FILED NAMING THE CITY .OF CARLSBAD ··AS· .. · .. ·· · :: . · . ·: . . · · · ,· .. · .· . . . ·· · · . ·. . . · · : ' ·. ·AGl>JNST ·COMPAClED FILL OR UNDISTURBED · ... AN ADDITlQNAL :INSURED 0N :lHE·l"ERMITlEE'S POLICY .IN JliE MINIMUM.: AMOUNJ : . 31. W11ERE. :AN .EXISllNG: PIPE LINE IS TO BE·ABANDONED ·AS. A RESULT OF: 'IHE. ·. · . ·: .. rooMAtlON MATERIAL. ·: ·. . '.OF ·11.000,000.00 · .. FOR. · EACH ()<:CURRENCE . :.··OF LIABILIJY • .:-,;JJ:/,E ·1NSURANCE ... ·: · .: :GRADING .OPERATION, · Ji ··SHAf.L .BE REMOVED . WITHIN. TWENTY FEET OF BUILDING ·. '.· · ... 6 ... PRO"DE .. "THORo· SEA. ·L;" ·w·ATERPROQ. F·1N· G · OR OWNE·R·· ·. •. · . . ·., . : . : . ·t.OMP.ANY .Yll'llJlNG ll:IE;. :P.QLI.C'l'. ·MUST 1lA'<'E · · A . &lit-LG OF · , A · AND A SIZE · . . . OR STREET AREAS AND REPLACED WITH . PROPERLY . COMPACTED SOILS. • IN. OTHl::R . · " ·.• .. tAIEGORY o(CLASSYAs ESTABLISH@ BY33Esfs"i<EiBATING GUIDE, :·· . . . . . .AREAS JHE .PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY. EQUIVALENT TO BACK FACE OF.RETAINED .PORTION OF WAL(S. . 5. !NI..ESS . EXEMPTl:;O :ey· SECTION 301.lb)S OF . lHE . UNIFORM . EiuiuilNG :cooE, . • .. ' . THE CIJY ENGINEER, .. : ; . ....·. . . . • ·.·.· .. ,·. . :· .. . .· ... · .. ·•: . . . . .· ·.: . . :· . . . 7.. v.i.iiN ONE CONTIN0ous REINF~RC;NG BAR C~NOT BE USED .... · .. : ETAINING. WALLS ()U'TSI~ .-OF 'PUSLrc, :RIGHT: Of . .WAY REQUIRE :SEPARATE. 3:?. THE·.:COl(TRACTOR .SHAf.L \IERII"( JHt LOCAllON.OF ALL.· EXISTING .l:'ACfLITI!cS . ·A LAP SPLICE OF. 40-.l;lAR DIAMETER$ IS REQUIRED. · • ·. • .. ;. ERMITS FROM lHt BUILDING. DEPAR™ENT •. ·: · ... > ·. ' · .. ··. · ·· ... , . '· . . . . · ( ABOVE GROUND ANO UNDER GROUND } WITHIN THE PROJECT ,SITE .SUFFI.CIENTLY · · ··· · . . ·. . .. 6. 1)0 ··woRK SHAf.l ··ee: COMMENCED UNllL All PERMITS HAVE BEEN OBTAINED.FROM.· .. · AHEAD. ·:OF .GRADING. TO ·.PERMIT ·lHE: REvlSION .. OF THE GRADING PLANS IF IT IS . . .s: PRIOR TO CONSTRUCllON OF RETAINING .WALLS, · .. . . ·:1HE CITI' AND .OTHER APPROPRIATE AGENCIES: . · .· · .. · . · : . , .· .. · .·. ·;. • .· ·. FOUND lHAJ ·TH.E ··ACTU.Af.:LOCl\llONS ARE .1.N ,.CONFLICT .WITH•. THE .~RQPOSED . . THE PROJECT. SOILS .ENGINEER SHALL .REVIEW. · · · · · ·, · , · · ·. ·· · · · · · · · · · . WORK · · · · · · ·· · . ·. ·· · ·· · · · · · · · · .·.. .· THE RETAINING WALLS·PLANS & PROVIDE. • · 1. · APPROVAL. OF :11:1tse: 'PL.i.Ns BY THE .CtJY ENGINEER. DOES .NOT AU1HORIZE ·AN.Y · · · · · · · · · . · ·. · · :-' · · · · · • .. · · · ·: · ·' · .. : · · · • · · .. · · ADDlllONAf. RE'.COMMENDAiiONS · ·. ·. ·:. WORK· OR GRADING TO BE PERFORMED UNllL 'IHE .PROPERTI' ·oWNER'S PERMISSION : :33 •. THE'. CONTRACT9R SHALL· .NOllFY .· ·AFFECTED UTILITI' COMPANIES {SEE BELOW) AT : ·. · · . ,... : : . . . . .' · .. · HAS BEEN. OBTAINED AND A VALi() :GRADiNG PERMIT HAS BEEN ISSUED. ··: .. ·: . · .. LEAST·· 2 ·FULL. WORKING .DAYS· PRIOR. TO STA/<llNG GRADING. NEAR. TI;lEIR . · .9. SEE WAf.l DRAINS DETAILS AND INFORMAllON . , a: ~o •Rtlilsioos .WILL BE MADE 10 ii-tsi: PLANS WITHOUT 11-iE YiRiTTEN APPROVAL • .·,· F,..c.1L111Es AND SH.Al,l,.CQ9RDINA1E THE WORi<: WITH A co.MP~NY REPREsEt.1.TAllVL · ,·.•.·.· ii SEE SOILS REP9RT > .. · · .• ·.. · ·. · .. .. ; .: :OF .1HE CITY ENGlNEE'.R,· <NOTED. WITHIN . :THE ·REVISION :BLOCK, ·:ON 'tHE. . . .Ut:lDERGROl/ND $ER.VICE A~F:RT : .. :· .. · .. · . : .. . · .. · ,~soo--422-41 33 . ·· ..... SUM. MA. R. y·. OF· ·.s· PECIA. L·: 1·NSPE·c·· TION· ... . APPROPRIATE SHEET OF THE: PLANS AND THE ·1l1U: SHEET •... : · .... ·:. : · · : · · ·· .SOG&E ·. ·· : .. · ··:. · .: · ·· · · · . · ~619~38-6200 · .. . · · · · · • .. · .· · ··. . · .. ·. . ·:· ··.· ·· ,· · ·.·· ·· · · · · . . . · • · · · · ·PACIF'IC ·BELL .. · · ·: .· . · 619 4il9~3441 · · · ·· o. · ORIGINAL Df~'MN~ SHALL eEcooE , mr:; PROPERTY , oF -lHE · .. c1TY uPQN BEING • · . oAN1ELs. cAeLtVis10N , . . . . , · · s19 Js-s241 · · · · · •···· 1. ossERvr soiCcoNDrnilNs FoR suaifrANTIAL : • · · .. · . SIGNE? .. B:-1nE Ch, ENGIN~ER. · ·, · .. · . . . . . · . : ·. . . . C:IJY OF CARL$BAl)(STREETS & STORM DRAIN) · ··· ·.. 61\l 434-2980 . · . . . ~QNFORMANCE .Y,qJH lHE S()IL INVESTI.GAllbN !<EPQRT. .. , : 10. THE ·ORIGINAL .:DRAWING ·SHALL :eE REVISED TO .REFLECT •:•AS-,BUILT ··CONDlllONS . . ·•C:IJY OF· CARLSSA!:i(SEWER,W.ATER & .RECLAIP,lED WAlER). · 760 438-:3367 .·· .: · . ·. · · · · · · · · : · · · ·· · · · · ·. .SY 'THE •ENGINEER-,OF-WORK• PRIOR TO FINAL ·ACCEPTANCE OF" ·THE ·WORK BY .TH{ : . · . ·~SAN Ol~GUITO WAl'ER DISTRlCT ·· ... : ': : · ·· . ' · .... · · ·. .. · 6)9 7$3:-1145 : .... · .... 2. VERIFY ·FOUNDATION .EXCAVATIONS EXTEND TO PROPER .DEP.TH • · : .. CITY.'·: .. ·.·· .:... · .. ; . :··,: : , ' .. · · · · · .. • ·. · tlEU.CADIA COUNlY WATtR DISlRICT., ·. · : .... 619 753-,0155 : ·· .. : · .: . · AND B.EARING STRATA.·.·. ii. AccEss .FoR riRE AND 6-it-itR tiiERGtNcY VEHICLES sHALi. SE. Mi'JNiAtNEO to •· · :i&\f~~1~ :t~~ ~l~:m/g} . . : •· . · ·· :JZ jrij=~~g . • •·• · .· ) .. PROviD~ s0tL'COMPAC'nON rrsT RESULTS, DEP.TH oF FILL, . .THE PROJECT.Slit'. At ALL TIM.ES DURJl>JG. CON!;,TRI.ICTION... . . . •BUENA SANITAllON DISTRICT . Glil 565_5657 .· . ·.· RELAllVE OENSITI' (SOIL.COMPAClED TO.A MINIMUM ~0% :,. : 12. \'/HERE TRENCHES ARE WITHIN Cln'·EA.SEMENts, .A :SOILS . REPORT.: COMPRISED · . .AS APPROPRIATE· .. · . .. DENSIJ'Y) AND BEARING VALUES ... •. ,· · · · . . . . ~•R (As) SUSMHMAALLRYBESSHUBEEMT,I~\ (.BAYBORA APiROORFYESSIWOONRAKL SREENEGTI.SNEAERNDO.(C)ECOSMTAPATECTIOONF . ·. . .. . : . . ·• . . •. : . . . ·. 4 •. A CERiFICAlE OF. SATISFACTORY .COMPLIANCE .OF WORK .... · · . ""VF.• · . ••~b .. . . . F ~ · 34. l"~RMIT. COMPLIANCE REQUIREMENTS:· . . ....• REQUIRING .. SPECIAL INSPECllON.MUST BE COMPLETED. AND· CAlJFORNIA, . PRINCIPALLY DOING BUSINESS :IN THE FIELD OF APPLIED . SOILS ·. · · · · .·t,IECHANICS •. lHE. SOILS .REPORT :will .. BE SUBMlntD ro ·lHE CITY ENGINEERING.. . . . ·A. FOR <X)NJROLLEQ GRADING. -THE APPLICANT HIRES A CIVIL ENGINEER, ....... ·SUBMITTED TO THE F)ELD lNSPECTION DIVISION.• ; . . . · ,INSPECTOR WITHIN TWO WORKING DAYS 'OF THE COMPLETiON ·OF FIELD lESTS. · ·SOILS .ENGINEER,· AND/OR GEOLOGIST ·TO GIVE. lECHNICAL ·ADVICE\ . . .. . . . .· iJ>A SOILS coMi>Ai:TioN REPORT AND bP1N1o~(REGAR01NG eoN~ORMANcE WITH .. · .·. g~~~~o·!~~1C1i~~g~E-THE . WORK . IN PROGREss. 111.oe.17o(B)1 s. ALL CONCRETE MASONRY VllLL .RE'.QUIRE SPECiAL INSPECllO~. . . . . .., . . · .'liiE. RECOMMENDA llONS ()\JTUNED IN .iHE SOILS REPORT. IS REQUIRED . : PRIOR . . . . . . . . . . · 'b 15 · . : .: .. TO. Jl:IE ISSUANCE OF A BUILDING . PERMIT, · ALL .CONTROLLED · GRADING : , : . . . · · .B. ·PRIOR to FINAL· APPBOVAL OF A CRAOING eERMIT -'THE· .FOLLOWING · .· .. ~ ~ . . · ·;SHAf.L ·BE DONE l/NDER THE Oll~ECTION OF.: A· ·''·PROFESSIONAf. 'ENGINEER .OF lHt · ·.::, ·. ·.. REPORTS · ·MUST ·BE. SUBMITlED .. TO ·::J]-!E ·Ctn'. •ENGINEER VIA THE··,··. ' ·.. . ·· · .,, : : . · ::STAlE OF CALiF'ORNIA :·PRINCIPALLY :DOING ·.sUSINi::SS ·•IN . THE. FIELD OF. APPLIED : ·.: ·, : · : .. · . ·, ·PROJ!,:CT :INSPECTOR !1.1.06.190(B)l CARLSBA.D ·Ml.lNICIPAL CODE: . . . . . . . . . . . ·. ::1 ·· '. :: . ... · .. • sorts .MECHANIC& .. ALL FILL OR MURE .fill MEAS sHALi.. BE coNsTRUClE() IN .· .... • .. · ..• ·,· .. ·• · .· ... · {i> FINAL REPOR.T BY suP~RVISING GRA~l~G EN.GINEER STATING ALL .. • ·. : . : . · .. :. . . ·.·.• •. . • ... ·•· . •·.· ~LA~TdMERIC SEALANT .· .. ,· ti .• · · .... ·. ·• ·~~E+-;·.t·,.·C:'. "',· flORiz. 15 • 24", s-~· . •· ... : . ~GCQ~O~~E WITJ:l. THE CITI' OF~C~LSBAD !>•~.N~~p SpEClf!CAilONS ANP. THE · · .. · .· ·.. . . ..GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING .· ,. . ·. · . . ·: < . ·• JOINJ.DEPlj;I EQUALS . : . : ,: .· \ ~ .. · • ·: <; ·;.> . :. . . . . ..... EARTHWORK .SPEClFICAllONS . . .. ATTACHED ... TO ·. THE PRELIMINARY ... SOILS . . . ·. . : .: . . . .. AND IRRIGAllON . ·ARE · INSTALLED · IN : CONFOOMANCE: WITH CITY ·: ·. · ·. ·... · . . · .. : .·· · : · • ·. WIDTH.fl,fi MIN.).· . · : :. ·: .. :. · . · .. 'b · ·iNVESTIGAllON. DAILY. fCJELl:l, .. COM~AC:TJON .f<EPORTS WILL ;.BE SUBMITTE;D TO THE. . · ·. · . ; .CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE · · .. :' ... ·· ·· · ·· ... · · :·. ' · .· . · .·: .. · .. · .' . · '.: .· ·~ '•· B. : ·.· .. · •1:bb!I ... 14. :_/PROJECT. INSPEqTOR. . ·., ,:... · · :-: · :: .' : : . . · · · · : ·· :. ·. : , ·.. ... . :' i ... : · . : . ·. ·. ·. •:. · ,. ·l···ETTER FROM ClTi ENGlNEERl~G .DEPARlMEN.T}. . . . · .. •• .• , :ERJCTENEIN.F'DG ·THHORRUIZ, ·:.: . . . .. , . . . ( ) B G Dl G . FUU.. MORTAR HEAD . : . . . .· . ', SPO s BL FOR CONSTRUCllON INSP CllON .. u~~RVISI .. SllNG AND ALL . ..... . . . c!) ::;JtLT J~.N ::N• SOILS 'E'.NGINEER, .WH;CH iNc;LUDES . : .: ~l~T TYP. ; : . .·.. JOINT .. ··.. .· ··.· . ·:· .. . .. . .. •. , ·· . . THE .CONTRACTOR ·SHALL ·SCHEDULE ·THE · MEETING .: : : . . . . . ·.. . RECOMMENDED · SOIL .. BE:ARING CAPAClllES. A STAlEMENT. A$ TO : . . · .. ·. : . · . ·· · · . . · ROUGH· lHE ,:PERMIT <;I.ERK ( 4~8-1161 e•l.4323) AT, LEAST ·Fl'lt(5) WORKING... .·· · . • . . . · THE EXPAl>JSIVE .QliAPtv OF · lHE . SOIL, AND SUMMARIES Of .... · . . . . ,r·, i:.LtL:.::-•:':Ur·::•' : : · . . · AYS : ·.PRIOR ·TO STARTING CONSTRUCTION •. APPROVED DRAWINGS .MUST .BE · · · : ·. · · . ·AELD. AND . LABORATORY· lESTS .. THE REPORT .SHALL ALSO . . ·.: -::::-. · ·' j;:···· ,, ... ., .. 1 .•... J · ·· ·· · · · . . ·.: VAILAB(..E: PRIOR .,TO .:SCHEDl.)UNG,. ·n-1E. GRADING PERMIT .WILL BE PRO.YIP.ED BY ·. . .. . · · .. ·. >tNCLUDt· A STA1EM.ENT ·BY. THE SOILS ENGiNEER . THAT THE : · •.:_.:. · · ....,, · ·· · · ' .. : .. ,'!HE PRO,JECT ·INSPECTOR ·AT ·THE MEETING.: . · · · ·: · · . · ·. · . · < . .· · . ·. . . . .. · ·GRADING WAS D()NE (N ACCORDANCE .WITH. THE .REQUIREMENTS AND .. · . :i !$!..:, . : · . ·. · . . • ·.:··1·5 i,L:IN· s·PE··c·11oi:i•REOUES.TS Otl'ltRlHAN F"OR •e.BE"il••siRUCTiciN MEETING Wl[L'li{· · '·: : · .. ·:•: : .RECOMMENDAllONS OUTLINED ·IN THE .PRELIMINARY SOILS REPORT.· · . · . · ·. "'s.to .·· ·.·: .. · · ; · ...• ,.,. . .. yS<" .~,.·· :. ···.:.•:·•· .. ·::,AND •ANY SUPPLEMENTS·THERETO. . . . .... :·. · .......... :·:·usE CLOSED END. . . . . . . ·. '-<°' . . . . .·:. . . . . . . . . · ( 4) ~EPORf wriH ~:..elJiLT GEO(.OGiC PLAN, !F REQUIRED BY lHE > · .·· . . BLOC!; AT JOINT . . NOtf: PRO'J1DE JOl~TS AT. EQUAL SPA~IN~ ..• ••. ·. • ''i' ~ gi ~ . ' . N F RE.THE INSP CTION .·IS N EDED •. INSl?.ECTIONS WILL BE MADE· .:. : · .. ,. · .. ·. CITf. · . ·:, ·.· · : .. · ·, ·.• . . . : ,. . · ·.. . . . · .O!< PIECE OF .·. · · .··.8\JT·NOT M()RE THAN+/-20~0 0.C.: ·.,., "'!:!;5· ... •·. -~~~'"--MOR.TAR CAP . ·.;. : . .. ; . ' ' . . ' ' .. " .. ' ' . ' . ' '. . . .. ; : . . . . · ...... : . ·· ... · ·. ·.: .·. . . PROJECT WALL • : ..• •· .· . : : .. :PORTION. OF WALL.·:·. :. ·. . . : · . PER tlLDG. · Slit · . . .PLAN. SHOWN . ::' •·· :HEREON l'OR .. · :: ... •:·: . · · ... REFERENCE .()NL Y . . 2HOE~ ·NEMXTWl·wloLRKBEDSCAYHUEND\JLELE.sso YF· OROU TWREQUO FEUSLTLOWTHOREKRWIDSAEY·s·· RLAEQUlERESTS ,MADE. AFTE.R • ; 35 .. UNLESS .•A GRADING. PERMIT FOR THIS . PROJECT ·1s ·ISSUED : .. wiTHIN ONE (1) :. . . ::CON.c. ~L<X;K •. ·. :. . .. · .. ::-.. · : .·. • . ; . . . .··.· ~5"'ll!· .. ·.·. : . · ... 1 : '! P •. , . : . . . : . . . . . . . . . . : . . ....... · · ... · .. ~AR AFTER· THE ·c1n.•.ENG!Nl;:ER'S APPROVAL, .THESE PLANS MAY BE REQUIRED · .. ·· . · : · .... '·... . ...... ; · .. ·:: .. ·. •. ·.• : : ··.. . . ~ · .. · . . : : 16.·iTHE.OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR . , .. TO BE .. RE'.SUBMITTED ·fOR PLANCHECK. PLANCHECK.·FEE~ WILL BE· REQUIRED FOR .. · ... · ..... ··.:Pt.AN SEC110N: .... :,; · ·. . . . AN .. SH··c·R'DE , . : : J\:JtJ;:\>.:,....... {"·PVC .; .. · .. ,. : .• • FlNSii RADE:: :•: ,•· '. '>1·;;ri.r;-;c;,,,.;.; .... p4:!.VOCRA1E .. D. : .. ... ·.; >SHAf.L·:·DESIGN, .:CONSTRUCT ·AND. MAINTAIN ·Af.L· .SAFElY. DEviCES. ·INCLUDING. . ... ANY SUClj ·RECHECK .. ·.·.. ·.. : .. . . .. . . ··.... . . ; . .. . . . .... ;; .. . .. .. . . . ·.·... .· ... ·:·... . :·:. :· . ~ .. · ... . . ·:c.•,[;.c:c'':::::;;; , .. PERF"ORATED.PIPE . . . . . ·:.: ";:;;;;,· .. ,::.,i· .. . ,CN" . · .... _... •:·i•.SHORING_.: AND.: SHALL· .. 13E .... SOLELY RESPONSIBLE FOR CONFORMING TO All LOCA. Li · •.•:3·e."n.iE SOILS ·R;.POR.1' TITLE ..... D.. . ·. · . AVIARA COMMUNII)'. P~RK ,· · : . · , , ···.·:•:. ·. . · ·:•: . ·. ·.· . .. ·· : · .·.. ·: . ' . i . .·· . : .. · . .. · . '.•T·'~ i['.c·::u \'.::·,,:_::.:;::ft• .. • ,i::,;:/ f:c'j; ''\:; ... <: :.(j5· ·Ee SOiLS · ·' ·, · .. ·• ·. · . : . ': ·•· ·· ·• ·+:::: i,i:.:'J i{::::i! i:',o:\it': ; :?,-:\ (::'.l '' ~::, > .. ·· PIPE :(SEE SoiLS .• . . . ..sTAlE ~D FEDERAL.sAFm AN.D ~EAL TH sTANDARDs, LAws. AND REGULATION.s ...... · ~REPAREo BY , • .i;EOJECHNics 1Nc · ,, , .. , ,. ·· .· .· ",· •· ... · . • : .· ... DA:iEo.. .. .. ·@ · TYPICAL .CONCRElE. BLOCK CONTROL JOINT.· . .·, .. 'b · :'.J::0,•rJ,,,,nl':.:;.': :,:.,•.:.,1 ' : · -. :: .-•; ... ,::;:;-:-. :REPORT FOR ·. 'o · .... : ... :: · .. · .. :":.::;:xr~,,iiF:,:'il!F2::: ·• · · · .,~:,:;:::: : .. • :· REPORT F.OR: ' . . .11.•·THE cn"TRACTOR SHALL CONFORM. TO LABOR ·coDE SECllON 6705 ·BY· SUBMITllNG .·. . . . · ·OCL ., 2 ·. . · ·. ·.··,·20JlL SHALL· BE CONSIDERED. AS A PART. ··OF ·lHIS ·. . . .o: · . . . . , .. . · .• . . .. . . ·. . . . . . ,.!. .. ; : i:j];!.;::l::i:.\:'.\ ;,,:':.:it:':! . O· ·, ,:·:.,;f,.,:,,;: . :, ... ·.: . ''LS. ,·, · ;' ...... .I ... : :':·. ·... .... :· ·. :· . · ty·i,,.1F:'.::f ;\c;:q [;:.: ·O· ·.:.;.'.i; \:::::::: · · : ':oe:T···LS· ) · .. .. · · :· :.A DETAIL PLAN TO ·THE CITl'.ENGINEER · ·AND/OR. ·cONCERNED ··AGENCY . SHOl'.1NG ··. .. . · . :GRADING . .PLAN.: :· ·/\LL ·GRADING SHALL . BE . ·DONE IN .. ·ACCORDANCE : WITH .THE ·. : ...... ::.. · .. : N,.r,s .. • · . ·. · ·: · .: · ... · · ·.:· : , ·, :: : . : . : : · ·. . . ' .... ,, • ........ ·•······' · .. ' .... , ,.,,; · . · · ' DET"' . . . . -. . . . . . . . · . . , .. , •. , .. ,.-.. -,. 1 •• ,,.., ... ,., . • .• ,, ·,•a•·,·:, . "' · . . : :. : THE ·DESIGN OF. SHORING; ·.BRACING SLOPING . :OR OTHER : PROVISIONS . to SE . MADE · · .. · ··,RECOMMEl':lDATIONS AND -SPEGIF1CA1JQNS C.ONTAINED 1.N .SAID SOILS REPORT •. · · . : : .. · · ......... · . : .. · . ... . ·. . ... ·. . .• .. : · . ·. · · · ·:,: ... . .. ... ... : · . : . .~.:........:......._......_.......:......._......;,4.:~~;:.,,;::::;DJ::=i . · CONci<ETE.. . : . .::, rxc:?~~i~ ~io~i~o~i:~~~"'oi''i~EN~~~~RDO~ OF ou~i,1r~~'W1i~0 FN~~~Ec.,.~~ ; 37. iHf 'NALL WCKNESS .OF ALL REINF9RCED ·~NCRETE PIPE MUST .. ·. . . .··. : •• . . ·: · .... ·. . . •• ...•.•.• . .. : : . ··. . . . .· . . •. · .. •. .. ' 5' . · .. · .. · FOOllNG < :' .. ,· THEREIN. ·THIS : PLAN.. ·MUST ·BE. '.P.REPARED .FOR ALL TRENCHES AVE ·FEET (5').0R . · .. · 8E .. 1N.CREASED 'rO /'ROVIDE ·A ·MINI.MUM .OF 1-.1/2". COVER OVER THE INVERT .REINFORClNG. . ... : · · : · · .... · . . · :· ,:.• : ....... : .,· ·. ·.· . . :,: :.· .~ · · ·. MORE . IN DEPTH AND APPROVED ··8Y .·THE :'CITY .. ENGINEER AND/OR· CONCERNED · : ·· WHEN JHE Df:SIGN VELOCITIES.B<CEED ;!O F.P.S. TJ:IE CONCl<ETE OE~IGN . :. ·. · · · .. ·• · . ·<·1 .Ii, · · . . .. · · 12'. • · . · · . .. . .. .· ... AGENCY PRIOR TO :EXCAVAllON:lF THE et.-NVAR!ES.FROM THE SHOBING.·SYSTEM ... : · STRENGTl:I IN tHESE .. REACHES SHALL.BE ,~ .. s.ooo. P.S:l.·FOR VELOCITIES .EXCEEDING .... < . . · '1,t · 1· ·. . . . .• ..... 1··. ·•::. .· .· .. : ·.. · · ........ :·.· ... ··.:-.· ..... STANDARDS ,ESTABLISHED · B'l'. 'THE •.CQNSTRUCllON .:. SAFETI' ·ORDERS, . TITI..E .B : : 20 F.P.S. AND fc,;,6 000 P.S.li FOR VELOCITIES EXCEEDING 30 F.P.S.. ·• · : . , 2% · • · _.. • · ·: ·. . . · . ,· ·: ' .. ·:-. . . CALIFORNIA · ADMINISJRATIYE CODE, , THE ·· PlAN .Sl:IALL BE eREPARED B'l'. A . . . . . . . .. ' · . . . : . . . . . .· . . . -. . . · · · .· .. ·. ;REGJSTEBED ENGINEER AT THE CONJRACTORS EXPENSE. A COPY .. OF ·THE . OSHA . · .. 38. STORM DRAIN PIPE OESiGNATED .AS ·H'"NG "PRESSURE PIPE" OR WITH ··. · ·. · . . . . . . .. ,. , ... : .. . ·· ·. \ [~8~~~~gj. PERMIT ·. MUST,. : BE. >SUBMITTED T~ THE INSPECTO.R . PRIO!l TO · . "J;H.E H~ A,;~ OR ABoVE'THE PIPE sb&rr $HAi.L BE. BELL AND .GROOVE SPIGOT. ·· .. ··.···•··· j~~WD~I =:.ci ,,. .......... · : .. · . . . ta.· NO l:USTING SHALL . BE PERFORMED uNllL A VALID BLASTING PERMIT HAS E1EEN : . JOINT WITH o" · Rll'l(;S CONl'ORMIJ'!G ~0• ,6.~TM C-:-443 AND C-36) . . . . . ·.: ~ . · . . . . . ·: · :· · .. • . . • . · . . . . · · .. . • . , · : OBTAINED ·FROM 'THE c1tr oF CARLSBAD. suBM1T.APPL1cA110N· .. FOR BLASTING · ·. · ·· · t,He: ENTIRE REAC.H. ·, .... ·· .• : · .. · .. ·· · .. ·. · · · · · ·• ·. · .· · 4 •. '.MIN .. A.c .. ovtR. · .:. · ·@)'· RETAINING wALL.:otTAIL ·· ·· · ~ RETAINING WALi D · PERMIT WELL :1N ADVANCE OF.. n,tE scHEDULt.NG o~ BLAs11r:ic .. o~~RAlloNs. ·.· • .. •. < . 39. coN'rRAcrOR SHALL t.1~s GRAPE ~1c: ro r1N1sH GRADE e:i.tvAT101>JS . . .. ·.: · .·. ·• . . . ., • ·' . . · . 4 · cLAss 11 ,',B · · · , C ·.. .· ..... , · .· . . . . · .: ·. •'2.!;,..:··.;:· N=.r:.:;.sc.:. "-.. :::.~.::,:.:....-.:..:: ... C!. = .. :.,·.•;::._.,:.:.:..:.:..:::.:;....~;;c..:.+~c.;;:..;...;c,,,:;;...;.;;.;;..,~.,:.:.,.; KEY PW! CONSULTANT KEYNOTES P&D CONSULTANTS, INC • 8954 RIO SAN DIEGO DRIVE, SUllE 610 SAN DIEGO, CALIFORNIA 92108 TELE: (619) 291-1475 FAX: 291-1476 . 19, JF ANY i'iSCHAEOLOGICAL RESOURCES A.RE .·DISCOIIERED YjlJHIN · ANY WO~K AREA : : .. AND liiE:N TRENC.H THE lJttLITIES SEPARATELY. · . . . . . · · . · . ·. : .· ·· ·· .. · · · .. · .. · . . • · · · .. · .~T.S. · ,. ·. · · · .... ·. .:. · ·. · · · •·. . . • . · .. : ··rlURING. 'CONSTRUCTION, ·OPERA ONS .. ·: WILL .. CEASE IMMEDIATELY, . AND :THE... . : .· .. , ., ... : :-.: ·. : . · .. ·. · · · ·.• ·'. · ·. :· .. , •• : .. · . . ·. : .. · · · · .. ~ 12' ALL WEATHER :ACCtSS ROAi) .. . ' ' . .. . .. · · ... · · '· · . . · ... · ·' ·. · ·: ·. . . , · . . . ·. '. .. . . . . .. • .... . • . '··. ~~~~I~~ .m:¼LMi~lf.iiArEREgt¼:5NGl~~N OP~r,.ng~~WILfRo~O:TH~Esi~T : ... ·:·· •.. ·•·· ··· .. ·· ... · ··.:•. ·. · .... : . • i . . < .. . .... ·. . .. . ·: · .·. :~ ~.T.S. , . ·.·.· . . • . ./. · .. · · FOR GENtRAL i;iASO~RY WAJ.L ~OTES S~E ,:~;s SHE~ : : . • . i::q~ JlENE~ M.ASQNRY. WALL Nor¢s SEE:T~IS stiJ~ > <.·:·· ;. < . l!:==================:'J ·:..; ·ENGINEER.'TO o·o SO .. · .. ·,: .... ', ·.: ... . . . . : ,:; ... . . . . ·.··. . . . . . . : . . . . . . . ····· . ··•.:. ·.,· ·. . r=========~========:::1 .. ·2ci~•·At.L·, OPERATIONS CoNoucie:o . oN .i-HE sirt: OR . ADJACENT ;.1HtRe:l'o; iNCL\/!ilNG .·.: . . · , .: · · .. WARMING · :uP, • ·REPAIR, : ARRIVAL; ;, .. DEPARTURE · · OR OPERAllON .OF TRIJCKS, ·. : < ' .. : ':EARTHMOVING EQUIPMENT,.·cCNSlRUCTION EQUIPMENT·AND ANY.OTHER ASSOCIATED : ·;.:. · : -; ·GRADING EQUIPMENT ·SHAL(BE LIMllED TO ·•THE . PERIOD BETWEEN 7:00 A.M. AND . . . . SUNSET .EACI{ DAY, MONDAY THRU FRIDAY ::AND .NO EARTHMOVING OR GRADING · · • ... · .. OPERATIONS SHALL · !;IE CONDUCTED ON WEEKENDS .OR HOLIDAY$. (A LIST QF Ctn' .. ·.·. . f-10LIDAYS IS AVl>JLABl.,E AT THE ENGINF;ERING .DEPARThJE.NT COUNJE:R.) · ·. . . . ·. .21. AU.· O!:I-S11£ HAUL· ROUTES SHAi.l ·et SUBMITTED BY 'THE . CONTRACTOR . · '1'0 ' THE : .. . · CITY ENGINEER FOR APPROVAL.!fWO FULL ·WORKING· DAYS·PRIOR TO BEGINNING OF · :WORK. ·: . . · 22: IMPORT MATERIAf. SHALL BE OBTAINED FROM, ·AND WASTE·. MATERIAL SHALL BE · . · DEP0S11ED .: . AT, : A SITE· APPROVED ·BY THE Ctn' ENGINEER. · THE CONJRACTOR · · · ·. . SHALL. BE RESPONSIBLt F08 ANY DEBRIS OR DAMAGE ·OCCURRING ALONG THE J:IAUL . J:!OUTES OR ADJACENT STREETS AS A RESULT OF .THE GRADING OPERATION ... :· . , .23 .. BRUSH SHALL BE .REMOVED ·ONLY.W;:iHIN .. lHE AREA.TO. ~E ·GRADED. NO '.fREES ARE . TO. BE .REMOVED UN~ESS .SPECIFICALLY .NOTED ON ,THE PLAN. . . . .· . . 24: ALL AREAS .SHALL BE GRADED TO DRAiN. GRADING · RESiJLllNG IN ·THE PO"IDING .OF · WA'!ER · IS· NOT PERMITlED. ALL EARTHEN SWALES AND DITCHES.· SHAf.L HAVE . A · MINIMUM ONE PERCENT SLOPE. · ·: :. · . · · . · . . ' · · . , · ·· · . . : · . · •.. 25. lHESE PLANS ARE SUBJ!:CT TO. A 'SIGNED AND APPROVED SET OF EROSiON . CONTROL PLANS: ·EROSION CONTROL .SHAl:l BE AS SHOWN AND AS APPROVED ev . . THE Ctn' ENGINEER OR AS DIRtCTED 8Y THE PROJECT INSPECTOR. 2s. ALL · SLOPES · SHALL ·BE TRIMMED ro .A FINISH GRADE .. To · PRODUCE i.. • UNIF"OR~i · . SURFACE AND ·•CROSS SECTION. THE SllE SHALL. BE:. LEFT. IN A NEAT. AND .. ORDERLY CONDlllON. ALL SiONEs;•ROOTS OR OTHER DEBRIS SHALL BE . REMOVED · · .. AND DISP.OSED OF AT A S11E APPROVED OF BY THE c1n· ENGINEER.· . .,. : 27. ALL SLOPES SHALL BE IRRiGATED;'STABILIZED, PLANTED. AND/OR ·H:tORQSEEDED . W1THIN TEN (10) DAYS OF' THE TIME WHEN g;ACH SLOPE IS BROUGHT TO GRADE . · . AS SHOWN ON THE APPROVED ·GRADING PLANS. · . · . - . P&D CONSULtANTS, INC. . 8954 RIO SAN DIEGO DRIVE ... SUITE 610 . . SAN DIECO, .CALIFORNIA ~2108. . . . · . . . . lELE::. (619) ·291-1.475 FAX: . 291-1476 . . . P: /ENGR/175508/GRADING/SHEET/508GDS02.dwg 7-24-02 · ·. · FOR WALL DETAILS C, .c1 &D ·.. .·.· . .. . : ... . . .. . I~~ . ·.. . . _Ot,, . "' .... ; . . .. : ( °7 · No .. C48i93 . .. * E,p. 08/30/. : . . CiVI\. .. . CrcI~ . ::ENGINEER ·'OF ·woRK . · .. p & D CONSULTANiS ·· · . . · :f\954 RIO SAN DIEGO DRIVE, SUITE 610 . · SAN. DIEGO,· CA 92108 · · ·TEL .(619) 291-1475 . ·:eY:. .. . ··.· ; . ·. '-;----.:..,...:..-.cc.;___:·_ .. ·. ebki. .· .· R.C.E. ·c48193 · . DATE ·• . BENCHMARK: •·. .. O~CRIPTION: OC-0179 DISC SET IN WEST END OF SOUTH · HEADWALL OF. 24" RCP · ',ENGINEER OF ·wbRK•····· . . .p & D CONSULTANTS ·.. ····· . . · 8954 RIO SAN DIEGO DRIVE, SUITE 610 . · · .. · . SAN DIEGO.· CA Q2106 . · · · ' . . . TEL, (619) 291:'J475 . . . . .. . · · :· · .. BY: ·· >~1rla/RJ..·· . liSA !t LEWECK : . . · . R.C.E. 54320 EXPIRES ON 12-31-03 . . . . .. . DAlE . INl11A~ ENGINEER o, ~'ORK · .. · • .REVISION DESCRIPTION . .. . -·· . INITIAL DAlE INITIAL 01HER APPROVAL · CITY ~PPROVAL . . . . . . ' PUBLIC CONTRACT ,' . . . •, ..... ·.· .. •.·. . · :· / .. ·•· "AS ,BUILf' GRADING PLANS FOR: ' .. ; .. · :: •· . A VIARA COMMUNITY. PARK .......... :... . CMWD SEoll. PROJECT CITY OF CARL88AD, OOtffllACT N0.36991 AVIARA COMMUNITY PARK DRAWING TITLE OOMMIJNITY CEN I ER BW...OINO MASS QRADINQ PLAN DETAILS NO. DATE REVISION COMMEt!IS DRAWN BY GL PROJECT ~O. 2000-0247 CHECKED BY DATE PK C 12-9-03 DRAWING NO. C12.0 SHEET ~ 'l OF l 0&- s: 2 C I.J... C z I.J... er I.J... I.J... I.J... er er C I.J... '-- >--z C (I. I.J... Cf. C n.. er --n.. C -a: er fi: I !:: ~ er I.J... n.. I.J... ~ er 4 0. I.J... Cf. er I.J... C z -- z 4 -n.. C ::z -C 4 er C C --a: --n.. DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER ---~ SAFOJ PR□oucrs • N I ---_ FIEORCl:R BYPART~~-~KFE, MINNESOTA __ ,n,....,. BER 8553 . ,, . '!!'"'!'ar!''J!"TJII~'-""'----, --.-- DRAWING NUMBER 5AFC:O PROCIUCTS • N -- _ FIE0FI0ER BY PAITT ~~~tE, MINNESOTA -Pll~ITMlN mill' OF-• R 8!:i53 · .... IITIIITHl~Ullr-_ :DATE INITIAL . · : : <DA TE · ·. · ENGINEER er WORK RE\1 SION OESCRl~TiON . . . . DATE . ~!TI~ . . : · OlHER APPROVAL DRAWING NUMBER DATE .. · ~ITl!IL CITY ~pp~~VAL DRAWING NUMBER DWG 447-6 88 of 102 -_,,. f'.16553 moNEDGEllfPRlll'TONTIISUNE-----r-- KEYNOTES PROJECT arY OF CARLSBAD AVIARA coMMUNllYPARK DRAWING TITLE OOMMUNITY CENTER BlLOING MASS GRADING PLAN NO. DATE REVISION COMMEN1S DRAWN l9Y PROJECT NO CL 2000-0247 CHECKED BY DATE PK 12-9-03 DRAWING NO. C14.0 SHm<f<i? or lO~ ,,.... >- z C LL C z LL Ck'. LL LL LL Ck'. Ck'. C LL '--- >- z C er. LL er. C 0. Ck'. --_, 0. C -a: Cl:'. C LL ~ -~ Cl:'. LL 0. ~ <( 0::: <( 0. LL Cf. Cl:'. LL C z z <( -0. C 2 -C <( 0::: C C a: 0. DRAWING NUMBER SAFCO PRODUCTS • NeN HOPE, MINNESOTA FEORtlEA BY P.AITT NUMBER 6553 ---l'OSTiiITT< !l'illt'. ~F '1\11!1" IJII TlfF, IJ!lr -------r- P: /PROJECTS/ENGR/75508/ ACAD/PRGRADING/508PGDS01.DWG 7-24:..02 DRAWING NUMBER SAFaJ PRODUCTS • rEN HOPE, MINNESOTA FIEOA0ER BY PART NUMSER 6553 --n.;r;'ii;;;m;;;:wT<r;;;w1;i~L~--- DRAWING NUMBER SAFCO PRODUCTS • NE\/V HOPE, MINl'ESOTA FIEOROER BY PAITT NUMBER 8553 ----r DRAWING NUMBER SAFCX! PROCIUCTS • NEW HOPE, MINNESOTA FIEORDER BY PAITT NUMBER 8553 .,. ', .,. ' ' \ r, DRAWING NUMBER SAFCO PAOCIUCTS • NEW HOPE, MINNESOTA FIE0P0ER BY PART NUMBER 8553 8'-0" ............. .,,,..,,,,,.,,.,. ' ' .,,. .................. .,,,,.,,,,.,.,,,, >< .,. ' .,. ' .,. ' .,. ' .,. ' / / ............ ..---..-- ---t --- ' ' .,. .,. ~--2X4 W/ (\) SIMP. A35 0 EACH tND. TiP. b 6~6 fOSC 0 ,·-o o.c. {P.T.O.F.) ............... ,,, .,,..,..,..,..,..,. '~x~~~------~--~~--- ', ~ 1/2' PLW/00D WITH Bd C 6' O.C. TO 2X & 8J< PCsr .,. .,. .,. .,. .,. .,. .................... ' ..... .,. ~ • :~J.Mitl ~ ~ b -4 _T'-"E"-'M-'--PO-'--R-"-A-"-R'---Y.....c..SQ'--'U'-'-N=D_W_AL_L __________ 1 _oun-,-dwa-:--II @A _, 20' O' 20' 40' 60' -·--' " -- - -' -GRAPHIC SCALE: 1•~20• Dl=IAWING NUMBER DWG 447-6 89 of 102 l1AFOJ PRODUCTS • N?N HOPE, MINNESOTA Fl::OAOER BY P.AITT NUMBER 8553 ---------1"1):;mrlil'l:Dr.l'll!'~j::;fl)l'l'T'l!~!III<"·-. -----:..>-·-··-..... ~ .. , .. ~, .•• _,:.1;r.;.""1,-1,-., .~:lit_.,, KEYNOTES KEY PLAN CONSULTANT -r - P&D CONSULTANTS, INC. 8954 RIO SAN DIEGO DRIVE, SUITE 610 SAN DIEGO, CALIFORNIA 92108 TELE: (619) 291-1475 FAX: 291-1476 PROJECT CITY OF OAFUIBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE . COMMUNITY CE:N I Bi BUILDING TEMPORARY SOUND WALL PLAN NO. DATE REVISION COMMENTS DRAWN BY GL PROJECT NO. 2000-0247 CHECKED BY DATE PK C 12-09-03 DRAWING NO. C15.1 SHID ~ OF O?r ......... ----r--- DRAWING NUMBER SAFCO PR□□ucrs • NW HOPE. MINNESOTA l'lEDRCI"R 9Y PART NUMBER 655.3 --PIISll!O!IEDGEIFPRIKTONTIIISLllll:-- .:, . •, - P&D CONSULTANTS, INC~ - 8954 RIO SAN DIEGO .Ol<IVE:, SUITE ·61 O . . . SAff DIEGO, CALIFORNIA 92108 · · 11:LE: (619) 291-14.75 fAX: 291-1.476 . . . . •. . .. P,/ENGR/175508/GRADING/PRDFILE/508GDS07,dwg 7-24-02 DRAWING NUMBER SAFCO PRODUCTS • NEVI/ HOPE, MINNESOTA FEORIJEA SY PART NUMBER 6553 ----r-----POSITION~CGEOFl'l!IIITQNTIIISUNE----r--- • . . . · ·BENCHMARK:•. DESCRIPTION: <OC-'-0179 DISC SET IN WEST END OF SOUiH HEADWA~L OF __ 24" _RCP · • . · .. LOCA TtON: .· ·_ ·. QA l,11LE. E:..sr ·Of lt{TERS~CTION . OF L~ COSTA .AVENUE:AND SA)(O_NY)!OAD ' :· . ·_, ·. • . •· RECORDS FROM: COUNTY OF SAN DIEGO, DEPARTMENT OF WORKS: . · ·· -· flE~ORT SVD1_06-01, 10-:fS-85_ . ELEVATION: ' . P & D CONSULTANTS • ,. . ·: 8954 .RIO SAN DIEGO DRIVE, SUITE 61(\ .. :• · · SAN DIEGO, ·cA 92108 ... · •· :_ · ]EL:-(619) 291-,-1475. -· · · ·BY:·:. . . . DRAWING NUMBER SAFCO PROIJUCTS • NEW HOPE, MINNESOTA AEOROER BY PART NUMBER 6553 --POllmONBlGEQF~INTIJ!ITlilSUNE-------r--- REVIEWED BY: DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIECJ:IDER 0V PART NUMBER 6553 ---l'Olif11111f!lllll:OFl'IIIHTDIIOOLIHE-- .. '• ... , .. . ' .... . . . . ... , •. . . '•' -r---' '' '' . : . ' DRAWING NUMBER SAFCO PFICCIUCTS • NEW HOPE, MINNESOTA FIEDROER BY PART NUMDEFl 6553 --rosmoN&lGE 9FPIIIH1"1111 Tlll3 LINE-- . . .. ... . ,• .. •, ... ,. · .. ':. . •. :: .. .... ·•·-.. .... ., ---..,....r ..... ... PIP f>ROJ#~ 369.Ql •·-• PUBLIC CONTRACT· _--•·-.. ·-... .. '. .. .. 01\N .BY:· DA"J!". . INITIAL INSPECTOR ·. ·. DATE ENGINEER Of' \\'ORK · RE\/1S10~. DESCRIF'TION . ·_DA'!£. INITIAL. ·DA1)': INITIAL· =-~, l--"'-"-"'-'-'-='-'=-t-::::.:.::::..-"-'="'---1 CHKD BY:-· -,-,,-I 01HER .IPPROVAL • CITY APPROVAL· RVl'/0 BY: - . OJECT N •. · DRAWING No; CUP 01.,;::22 398~3A - CMWD DRAWING NUMBER OWG 447-6 90 of 102 SAFCO PRODUCTS • NEW HOPE. MINNESOTA FIEORDER BY ~RT NUMBER 8553 --l'OOIT'IONEDGEOFPRINTOIITHISLIIIE-_-=::=--,----r - KEYNOTES KEY Pi.AN CONSULTANT ■ P&D CONSULTANTS, INC. 8954 RIO SAN DIEGO DRIVE, SUITE 61 D SAN DIEGO, CALIFORNIA 92108 TELE: (619) 291-1475 FAX: 291-1476 SEAL PROJECT CITY OF CAFLSBAD, CONTRACT N0.36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENlBi EMLOINQ STORM DRAIN PROFILES NO, DATE REVISION COMMEITTS DRAWN BY CL PROJECT NO. 2000-0247 CHECKED BY DATE PK c 12-9-03 DRAWING NO, C17.0 SHEETq 0 OF' I ~ _j z 0 w 0 z w a::: ~ w a::: a::: 0 LL ~ >-_j z 0 (/) w (/) 0 0.. a::: :::> 0.. 0 -en a::: 0 LL ~ -~ a::: w 0.. ~ <( a::: <( 0.. w (/) a::: w 0 z ::> z <( _j 0.. C> z -0 <( a::: C> 0 :J en ::> 0.. DRAWING NUMBER SAFCO PRCOUCTS • l'£VIJ HOPE, MINNESOTA FEORDER BY PAR1' Nl.JMSER 8553 -~ -rl!SffllJNill!lE'lf!'ftll!T!JNlJH'l:IJNf--- . E:ROSION 'CONTROL NOTES 1 •. IN CASE .EMERGENCY.WORK IS REQUiRED,CONTACT . • ... · : . ,, .. ·· ··. · . AT . ·i . : · , · : . · ·. (PHONE .NUMBER) . ··. ·:. · .. : , · · ·: . · · . .· .. . . . : . . . . . . . .• . . . . . .·. . 2. EQUIPMENT AND WORKERS FOR EMERGENC:'i':WORk SHALL .BE' MADE AVAILABLE. AT All .... :: .. TIMES DURING . THE RAINY · SEASON. 'ALL ·. NECESSARY MA TERlALS · SHALL .BE ·. • .. STOCKPILED. ON SITE . AT. ·coNVENIENT LOCATIONS . ·ro . FACILITATE :RAPID . : CONSTRUCTION ciF .TEMPORARY. DEVICES WHEN RAIN IS EMINENT •. > ·:,.: · . : . · . . . . . . . . . . . . . . . . .. . . . ', . ' . . " " 3 ... PEVICES SHOWN ON PLANS SHALL Nol' ~E .,,,OVED OR. MOD!FlEO wrn-iour rtiE APPROVAL • • OF lHE ENGINEERING INSF'EC'{OR. · . · · ·::· · ':· . · .c ... _ • .·. ·. ·· , .... · . ·. ·· ·. · ( ·mt CbNTRACTOR S~ALL RESTORE ALL·ERiJsioN CONJRdt:. otvicts to WQRi<.ING .ORDER .•. .·. ·1'0. ·tHJ:: SAllSFACTION ·.OF .•. THE <CITY.ENGINEER .. AFTER .EACH RUN'-OFF .PRODUCING· .. : R~INFA!,L •.. i i << . if : . • .•·. > 5. · THE CONTRACTOR SHALL IN$TALL 1,ilblTIONAL·EROSIOt,l CONTROL. ME:ASURES As MAY .BE .. · REQUIRED . BY THE .. ·CtTY ENGINEER DUE 'to UNCOMPLETED •GRADING oPERA liONS OR · UNFORESEEN CIRCUMSTANCES WHICH li!AY ARISE. . , . · . : . . . ·. . . · . · . . ' ·,·, ··· .. : ... ,,;. . ,,. ' . . ' . s: •· THE CONTRACTOR SHAL( Bf RciPoo;SLE Jo ~HAI-L '!'.AKE NEC~$$),Ry PRE:CAl,/liONS to .. ·. · PREVENT . PUBLIC .. TllE5PASS. ONTO AREAS · WHERE IMPOUNDED WATERS :CREATE .· A · .. · HAZARDOUS CONDITION. . ·· · · . · · ·:: .. · · ·. 0 •.· • · · • • ·.:· · · ·• · • ' . . . •, ' . ' 7,: ft ii:itm~A~g\l~~o~~~SURES PROviDED PER ~E APPR°:~D GRAPiNf PLAN $\)ALL . ' : . .. ' . '' . '. '. . . . . . . .. . .. ··-·.. . P&D. CONSUL TANT$~ INC •. · ..•. ·.· ··.:: .. · •·. · · •' 8954 RIO SAN DIEGO DRlVE, SUITE ·s10 · • .. SAN DIEGO, CALIFORNIA ·92108 ·. ·:. ·. . . . . . · TELE: (619) 291~1475 FAX: .. 291-1476 . ·· . . . . . ·-. · .. : . . P: /ENGR/175508/GRADING/PROFILE/508GDS09.dwg 7-24-02 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA F!OORCIER BY PART NUMBER 65!53 -----l'O!WlllNrnr,rJFl'lll~Till'1lli~""'-- .. . ·. . PUBLIC . RIGHT:C : . < ' ··, · OF,-WAY ·. •• . .EXISTING . .. ·.' ··. , ..... . . ' ·. ' .. _·. . ••: '<• ·.·· 14't.\lN. STABILIZED. CONSTRUCTfON ENTRANCE·. .-. '. '.. ,_-. . ... ' ',. ', , __ : : .. · . ' . · · · · · no·· · · · ·. ·· •. · · ' ... · : ,'" ' . . . ' ' . . : ' : ' . . . : . . ' .-. _. . .-. . . . . . . .. ' : :_: .. , m!llinlllriil,: . 4•. VicRTICAL FACE · ·. . .. EMBEDDING PET,4,/~ : . . . . . .ANGLE FIRST STAKE TOWARD . · ·. PRE'i10USLY LAID 8ALE ·. .,..· -c,--,1 .· .. ·' . ·. ,• . ' ... . . . ,• FLOW . . . .. ' . . . . . •,• . ',: ·. ., .. · •. .. -.·. WIRE OR NYLON . · · BOUND BALES · . . -. :PLACED ON THE . : . · · ... CONTOUR·· . ·. · .. .-.... •.,· .... · .. ' ' . . . . : . . • 2 RE-BARS,STEEL PICKElS,OR ·. . . ·2"X 2' Sl'AKES:1 t/2' TO ·.: : • ' . .. . 2' IN. GROUND >. · : ··•. : : · · ·• . ·. . . . .. . ·•· ANCHORING ·oEJAIL . .••. OR/IJNAGE AkEA u:ss lHAN i ACRE ··.·... .· . . . · ·. . . STRAW BALE DIKE.· .... ·· .··•· · • ,' . ' • ' • • .' ' • I ' . 1.: SET l"OSri AND.EXCAVA1E A < .. : ·. ·• 2. STAPLE WIRE FENCING TO .... , ··.·. 4 BY 4 IN (10 BY 10 CM) . · · · lHE POSTS. · . · . ·. . . • . :'!RENCH UPSLOPE FROM. AND • . . · · • · .. ALONG lHE LINE OF POSTS. . . . . . . . . . . .. . . . •.' ' . . . · .. · . ' DRAWING NUMBER SAFCO PRODUCTS • NEVV HOPE, MINNESOTA REORDER BY PAFIT NUMBER 6553 -~ ~l'OSr:'Jim!'.l)ll>lf?flll,..,.illl1fllSOO--- .. • •. . . ·• ,. /.· . . : . . . ... . . . RE SCREEN . ·' : ' • : .·• .··•·.·. ·. •··· • .•.FLbw•:. :. · LTEREO.WAJER .·.,·;:.=.· .i GAA.Vl:'.L FIL .OVER . .· . .. . . . • • ·.. . : • i : . . ··-····~··· ..... ···· ..... . .. .. ... >.. 'RUNOFF · ·: . WA ll;R V.,TH . -.... . . . : .... :_.: .. . . . . ' .... -. . . . ilRJ IN~ET . .: ' WlJ'H c1sA11; · • · .. S.EDIMENT · . . ... . ·.,· . . . : · .. . .. . .. . . . . .. . . · RUNOFF WA TI::R : DROP INLET · : . . . . . . . : WllH SE.DIMENT ' Wllrl C~/\Tt;. · 2X6 ~TRUJ(S} : ., -. . .... ·. GRAVEL · :· ··• · . : ·ONTO CUR . '~·.·•·· .. _;_ . . • ·;.,>•. ·.· . LOG .CHECK.DAM STAKED.•· .... · smAw. BALE . 2XB stRiit(s} •· . . " ' ' .. M)MIN. :· ·•· '' ' '' ' . DRAWING NUMBER SAFCO PAOOUCTS • NEW HOPE MINNESOTA REOPOER BY PART NUMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIECJ'l□ER BY PAAT NUMBER 8553 DRAWING NUMBER DWG 447-6 91 of 102 IAFCO PRODUCTS • NEW HOPE, MINNESOTA Fla:JFIDER BY PAAT NUMBER 8553 ~ -l'OtITIOIISMl~'lF~lllTIJN1111~~--~ ----r -- KEYNOTES ·•·•LEGEND •· .· .··. •·· . •• •·· .· ·.· .. · HAY BALE CHECK ·.DAM: . >· ··•·· ...•.. OESCRleiiON. · .. •·•·.·. ··•·· QUAN1)TY•.·:·.••··· ·SYMBQL. .. -· . . . . ' ... ' . . . . ' . . ·-' : .. : . . . ... · .. ,' .. ' . :, · .. ·,: ·. . . :· ... :,. ·,. STRAl'I ~4Lf; DIKE ·.·•.. . .. ······: ... ·'· .' ••. • : "'f. ~~ .. Im .••..• ·•. . i;1i_t FE~CE . : ·. > · .• , . ... • • .;.., ••. ~ •• '·'. :· :. . .--·._:_, .··._:":-·ii:-/··:_:; i:)· -:-_.-.-.:,•·:_·. :· .. ;· .. :'"•,,, •,',",,. '.' ,•: .·, .-. ··.: ·.· .... , ·-···· .. · . ·. '.' ··<·':•··;· UNLINED SWALE & BERf,r : .. :::: ::: ..• ,: .. :••. ··:.. . : · ·· ·,.. . .. , .... •,•:··· . '' ,' ... -_ .. : ·:-. ·. ,. ·. ' : ·. ,. : : ' ... 0-75.LINEP SWALE . '. ·. ·. ·. '. : ..... ,: '. ·. '.; ·-:-: .. :. . . . '. :, ' '. . . . . . : : . ·. . . '' . . . . . ' ' KEY PLAA .. . OF.<:LEARING& GRADING. : · .. i . <:• ~ :< : ., ... ~·· ... ·. : ; : ._: ' .. :_ : :· .. : · . .-· .. _. :-. . ' . . '. . ' . . ' ' .. .-. ' : . ' . ' . :· ' . :. " . . : . . '• . .'. : : ' ' ,,,. .. : LOC CHECK ·DAM .. CONSULTANT ~AY ~ALECHECi< DAM .,. . : : . : .. :.•: .. ·:. ► I . ► I ... ·· GRAVEL CHECK DAM · · ·· ·· · · · · · ·· · · • · · · · · · ·· · · •. · : .. · .... ··.•:·: :·,. ··. ·: '.: : ... > ..• ·.···.•··.·ii·: ..... •·.•·:, ·• ...... '<·':'··. ·0 ·:i••··•· •· ... •'· ·:'·;.::··,.':>: :.',i.:\ a.:::::==========;;;J Nori:, toss1t Fii.TtRs· > . .· . W/LC'Bt ·/N$TAU:fD ' '· • • . IN .INLETS IN TH[ S1RE£TS .: .. : ANo:.PARKING COTS. : . U<N;!'., .. ,., . . ·. · ... ·••.· · ... : •~luoz DRAl\'ING NO. :398-.3A CMWD ■P&D CONSULTANTS, INC. 8954 RIO SAN DIEGO DRIVE, SUITE 610 SAN DIEGO, CALIFORNIA 92108 TELE: (619) 291-1475 FAX: 291-1476 SEAL PROJECT CITY OF CARl..88AD, OONTRACT N0.36991 AVIARA COMMUNITY PARK DRAWING Ti11.E COMMUNITY CENTER BULDINQ EROSION CONTROL DETAILS REVISION COMMENTS ORAWN BY PROJECT NO. GL 2000-0247 CHECKE;D fr( DATE PK C 12-9-03 DRAWING NO. C19.0 SHm9l OF 0 I I I ,,,-. ~ z 0 w 0 z w 0:: w LL w 0:: 0:: e -~ z 0 ~ (/) 0 0.... 0:: :::) 0.... 0 -m 0:: 0 LL I l= ~ 0:: w 0.... w ~ 0:: ~ w (/) 0:: w 0 z :::) z :5 0.... c., z -0 rf c., 0 :J m :::) 0.... DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER . DRAWING NUMBER DRAWING NUMBER . --r --'..5AFCOiwjPRO~□~uCTSis7a -;:;;;;;-=-=_J --f£DROEFI BY PA::~~El□PE, MINrESOTA -PIISITIDII a)IIE Of PAINT ER 6553 OIITHISUIIE-__ -=--r --------';;;;SAFaFC□'e:PRO□~UCTS~•~;;:;;;;;;,-;-;::-:,~ -_-· FIEOROEfl BY PA~ HOPE, MINNE5CJTA -l'IISITIOII EDGE GF P!U~U~R 8553 THISLllfE-_ --r -_ '..SAroFCO~PR~□□ii:icucrrss --;-;;;;=:::--,-,,-J -__ ~ORDER SY ;A:~~E, MINNESOTA l'DSITION BlGE OF PRIIIT 5553 OIITIIISLl!IE-_ --[ -SAFCO PRODUCTS • NEW 1 --_ REORDER SY PART NU:E, MINNESOTA -POSITION aJIIEOF !'Ill.,. A 6553 ~' OIITll!HfllE-_ ---r --SAFCO PRODUCTS - _ AEORbER BY ~EIIV HCFE, MINNESOTA -l'D:llllONEDliE OFPII ~BEFl 8553 I ONTHIS LltlE-_ . .. . D.AlE INl~;L oArE •.. . . . DIGINEER or ~RK . DRA · D~"i~ ~-~MBER 92 of 102 ---r -_ °;.SAroFc□~PR~rniiicucrsi's7;;~,:-::--_J -P03ITIONBJ8.:DFPllNT BER 8053 IIITIIIIILIIIE-_ ----r--- KEYNOTES KEY PL.AN SEAL PROJECT CITY OF CARLSBAD A VIARA COM~ITY N0.36991 DRAWING TITLE PARK COMMUNITY CENTER oo~N COl'ffilOL ~ REVISION COMMENTS CRAWN SY CL PROJECT NO. CH£CKto DY OA'l'r 2000-0247 ORA;:G NO. C 12-9-03 C21.0 SHEET q d--Of I 0&- ,,..... }:- .....1 z 0 w u z w Cr.'. w LL w Cr.'. Cr.'. 0 LL ..__ >-.....1 z 0 (J) w (J) 0 (L Cr.'. :=i (L 0 -((l Cr.'. 0 LL ~ -~ D:'. w 0.. ~ <( D:'. <( 0.. w (J) Cr.'. w 0 z :=i z :5 0.. C) z -0 <( D:'. C) u DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIOORDER BY PART t.JUMElEFl 8553 --,Or,l'li]l!!lJi::i:lf'Jl'IIIJ!TiJIITJilSUIIE---------r--- FOR GTION INFORMATION IN THIS AREA, SEE 5HEE .I TURF I I I I .... DRAWING NUMBER SAFCO PRODUCTS • NEVV HOPE, MINtESOTA REORDER BY PAFTT NUMBER 6553 --l'llSl1"!0N!PllCGfPRl~'TiJIITl!IS!Jlf".-· - NoTE5, -------1 ------- DRAWING NUMBER SAFCO PRODUCTS • NEW HCPE, MINNESOTA REORCEFI BY PART NUMBER 6553 ------f'l!:lfl1U~'!t'lf/Jf~.~illlTlll~UHi'---· -----! I. REMOVE EXl5TING 6' CHAIN LINK FENCE. SALVAGE AND DELIVER TO GITY. TURF REGREA TION GENTER ------ _ _..,.,.__ 'FOR WNSTRUGTION INFORMA HIS AREA, SEE SHEET G6.I TURF o ~, I NATURAL VB';t:TATION I Ir I :.: -~ •i ~ARDS . C. RK •• SEE PARK 5111:: ~~~T~IO~Nff~~-~:::---''--1-,-.:.:.:: __ ~ FOR WNS ti. i DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA AEORDEJ:l BY PART NUMBER 8553 ---l'O~TTl1illlllflC'IFn!iff'-i11rlllllf-------1--- DRAWING NUMBER SAFOJ PROOLICTS • NEW HCFE, MINNESOTA FIEORCER BY PART NUMBER 6553 ~ -,o:;moNmr.r!lfl'ltl.rllN1'111~,111r-- .----------------!" In turf Note, .---------Portland cement concrete mo1-1-curb ~-----1/2" R typ. q()% c.ompacted subgrade Score curb Cl 1/B"D X l/2"H ever~ 10' llnear dlstanc.e, and all angle points. ----r--- ~----6"X6"-li2,qXY{:2,q 1-1elded !'lire mesh ~--1/2" Radlvs T~. Finish surface F~sh 51.Jrf'ac.e \I '= .... , .. :◄ ••• ,, •1 •, .• '.._L: , , -~~ . == :=- NoTE, 5WRE JOINTS TO EGUAL HALKWAY WIDTH UNLE5S OTHER- HISE SHOWN ON PLAN EXP. JOINT.PER REGIONAL STANDARDS. © ~!~~~!.LK DETAIL DRAWING NUMBER DWG 447-6 93 of 102 6tioFCO PRODUCTS • NEW HOPE, M!NNESOTA RECRCEA BY PART NUMBER 6553 --P!lSmo~fflREIJff'!IU{r'illl~I~~·-- KEYNOTES [D PGG slde1-1alk -See detall this sheet @] pee, mOHStrtp -See delalf this sheet @II Bollard (NJN -See detall 4, sheet L2.II t !:,pees . [!I Black vln~I chain llnk fence per SDM-112 4' height Note, See Specifications Section -02B10, KEY PLAN CONSULTANT ■ P&D CONSULTANTS, INC. · 8954 RIO SAN DIEGO DRIVE, SUITE 610 SAN DIEGO, CAU,ORNIA 92108 TELE: (619) 291-1475 ,AX: 291-1476 SEAL PROJECT CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING CONSTRUCTION PLAN NO. DATE RE'llSION COMMENTS DRAWN BY PROJECT NO. MJL 2000-0247 X/X/X None CHECKED l1Y DATE MJL © 12/09/2003 DRAWING NO. L 1.02 SHEET q~ . OF ~o d- DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER SAFOO PRODUCTS • NEW HOPE, MINNESOTA FIEORDER BY PAITT NUMBER 6553 SAFCO PRODUCTS • rEN HOPE, MINNESOTA REDRClER BY PART NUl\llBER 6553 SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIEORDER BY PAITT NUMBER 6553 SAFCO PRODUCTS • NEW HOPE, MINNESOTA Flffi!.DER BY PART NUMElER 8553 SAFCO PRODUCTS • NEW HOPE, MINNESOTA FIEG1DER BY PART Nl.lMBER 6553 ---,rt~rmN~!W'l)FP!l!IITIJ!l"f!ll~l!IIF----- ---f'Dli,;ull'ffiO<:JF;:j;~,i:-,;;;urc-· -----~ -------r -· ----·-·-· -------· --:"e:J'.Ti:11 wr.:: 1Jf l'I\IITT OljTIUS LOO:-----r RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICTS 'CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS' DATED OCTOBER 1993. 2, DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILfTIES SUCH f>S PICNIC TABLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-SITE MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. , B. THE IRRIGATION SYSTEMS $HALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISIONS PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING ANO PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BYWINOBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALKS, STREETS ANO NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, 'NON-POTABLE OR RECYCLED WATER, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE ANO STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS 15. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARDS THE TOP OF THE TRENCH. 16. WHEN A POTAELE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE, THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTA!NED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECYCLED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. • 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER AND/OR THE SAN DIEGO COUNTY DEPARTh1ENT OF ENVIRONMENTAL HEALTH SERVICES PRIOR TO ANY USE OF RECYCLED WATER. 20. RECYCLED WATER-QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS ANO PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON No. 7645, HUNTER No. HV100A-Rl-NP OR APPROVED EQUAL 21. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT Of ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. , 22. DEVELOPER SHALL SHOW THE LOCATION OF RECYCLED SIGNS 'DO NOT DRINK" ON THESE PLANS. • 23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH AND CARLSBAD MUNICIPAL WATER DISTruCT. IN CASE OF EMERGENCY CONTACT NAME PHONE OR AFTER HOURS CONTACT: NAME PHONE • • ITEMS NO.'S 8, 19, & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECYCLED WATER. ITEM NO. 22, THE SIGNAGE PLAN, SHALL BE A PART OF THIS I.P., BUT THE ACTUAL SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECYCLED WATER. 24. SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. 25. ON RECYCLED WATER SYSTEMS ALL APPURTENANCES (SPRINKLER HEADS VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 4049.54 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 26. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MCNI STRIPS OR OTHER APPROVED METHODS. BLACK LOGO ~--PURPLE BACKGROUND SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2"X11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE CONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS: (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRruGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION), 3. ADJUST SPRAY HEADS TO ELIMINATE OVER SPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL, WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO AND APPROVED BY THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"X4', PURPLE IN COLOR WITH THE WORDS, 'WARNING RECYCLED WATER-DO NOT DruNK" IMPRINTED ON ONE SIDE, AND 'AVISO-AQUA IMPURA-NOTOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR, USE TAGS AS MANUFACTURED BYT. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE- WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPruNKLER HEADS. 11. EACH AUTOMATIC CONTROLLER AND ITS f>SSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS, 'RECYCLED WATER USED FOR IRRIGATION' IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1' HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. 18" N.T.S. In Order to Conserve Water ... RECYCLED WATER IN USE t 36" ~-1'' BLACK LETTERS DO NOT DRINK NO TOME EL AGUA 12" X 36" SIZE .032 ALUMINUM, .060 ABS OR STICK-ON VINYL SIGNS N.T.S. WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER WASII HANDS AFTER CONTACTING LA ESE SUS MANOS DESPUES DE USAR PLASTIC 1'' BLACK LETTERS 2" BLACK LETTERS ' l'li N ~ ..-t z TYPICAL WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 1 8" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS SIGNS -r ---------- RECYCLED WATER SYSTEM AV IARA COMMUN I TY P AR~K ~ DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, ANO ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: Jon Becker, RLA 2542 DATE Dec. 9, 2003 PREPARER • FIRM NAM• ANO ADDRESS: ,, P&D Consultants 8954 RIO $AN DIEGO DR. #610 San Diego, CA 92108 619.291.1475 INSPECT! , N PROCEDURES 1. c1rv c!NSTRUCTION INSPECTION SHALL INCLUDE: A. LocJT10N OF PIPE LINES B. TREiCH DEPTH C. REa{ilRED SEPARATION (HORIZONTALLY AND VERTICALLY) D. PIP~IOENTIFICATION. (P.O.C.'S) POINTS OF CONNECTIONS E. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS F. WARNING SIGNS AT THE SITE AND ON THE TRUCK HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION). 2. DISTruCT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THAT AOi,QUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WARNING SIGNS AND LABELS C. QUICKCOUPLINGVALVES D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUN-OFF, AND PONDING E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART 'A' AND PART '8' AND PART 'G' OF THE DISTRICT'S FINAL INSPECTION. INDEX SHEET L3.01 L3.03 L4.01 L4.02 QESCRIPJlON IRRIGATION TITLE IRRIGATION PLAN IRRIGATION LEGEND IRRIGATION DETAILS I I I LEGEND \ l!iID RECYCLED WATER METER (i;y] POTABLE WATER METER (DOMESTIC) ----RECYCLED WATER LINES DIG ALERT CONTRACTOR RESPONSIBLE FOR CALLING DIG ALERT PRIOR TO ANY GRADING, TRENCHING, DIGGING, DITCHING, DRILLING, AUGURING, TUNNELING, SCRAPING, CAELE OR PIPE PLOWING, AND DRIVING, OR ANY OTHER FORM OF EXCAVATION. CONTRACTOR'S PERMIT FOR DIGGING WILL NOT BE VALID WITHOUT A OIG ALERT TICKET NUMBER AND NOTIFICATION THAT THE MARKOUT HAS BEEN COMPLETED. PROPOSED DIGGING MUST BE COMPLETED WITHIN 14 DAYS UNLESS A CONTINUATION IS APPROVED BY DIG ALERT. CONTRACTOR IS RESPONSIBLE FOR CALLING DIG ALERT AT 1-S00-227-2600. POTABLE WATER LINE IRRIGATION RECYCLED MAIN FIRE SUPPLY TO BUILDING (NOT AVAIL.) DO NOT DRINK SIGN LOCATION AREAS OF RECYCLED WATER IRRIGATION Sweeney & Associates, Inc. lrrla•tlon D••lsin • Conauft1nCII 18730 1kt c.,,._ ll"'9, -C -1,,CA 12503 111,.-f,x.-E-~ .t·~·. ·~-. • •• . -' : • • • • O• I 14) CITY ar tHCINlTAS VICINITY MAP NTS KEY MAP 0 10' 20' r t i SCALE: 1"•20'.0" N.T.S. 40' DRAWING NUMBER DWG 447-6 94 of 102 SAFCD PRODUCTS • NEW l-l'JPE, MINNESOTA REORDER BY PART NUMBER 8553 ----r-·--· --!'!).mTlllNmr.i:nr~IITQNnm:l.llfl'-_, 60' KEYNOTES ~~ ' ' c<) ' NOTE: SEE SPECIFICATION SECTION -02810, 02520, 02525 J(EY PLAN CONSULTANT • P&D CONSULTANTS, INC. 8954 RIO SAIN DIEGO DRIVE, SUITE 610 SAN DIEGO, CALIFORNIA 92108 TELE: (619) 291-1475 FAX: 291-1476 PROJECT CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK ORAWING mu: COMMUNITY CENTER BUILDING IRRIGATION TITLE NO. DATE RE\IISION COMMENTS £ X/X/X None CRAWN BY PROJECT NO. MJL 2000-0247 CHECK(□ BY DATE MJL C 2/09/200'5 DRAWING NO. L3.01 SHEET OF l 0~ ---r--- , DRAWING NUMBER 6AFCO PAO□UCTS • N?f,/ HOPE, MINrESOTA REORDER BY PART NUMBER 6553 --rasm11N£011EGFffllftOIITHISLINt-- DRAWING NUMBER SAFCO PR□Dl.£T5 • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6553 ----r--'---__... -l'OOITIONttlGEll'PIUMTONTIIISI.INE------_, ' \ \ \ \ A-Eccc:2_17 63 -r NOTE: OUTDOOR EATING AREAS ANO DRINKING FOUNTAINS SHALL BE PROTECTED AGAINST CONTACT WITH RCYCLED WATER OVERSPRAY, MIST, OR RUNOFF. ALL IRRIGATION LAYOUT HAS BEEN DESIGNED TO MINIMIZE OVERSPRAY ONTO ALL HARDSCAPE, EATING AREAS, AND DRINKING FOUNTAINS TYP. CONTRACTOR SHALL VERIFY ALL SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: LOCATE ALL MAINLINE WffHIN OF RIGHT OF WAY. MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY. ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 11' FROM CURB OR 6' FROM THE SIDEWALK. ALL PIPING AND WIRES INSTALLED UNDER PAVING SHALL BE INSTALLED IN PVC SLEEVES TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. SLEEVING SHOWN CROSSING VEHICULAR AREAS SHALL BE SCH. 80 AS PER THE LEGEND. D26 1.5' 50 DRAWING NUMBER 5AFCO PRODUCTS • NEIN HOPE, MINNESOTA FIEOROER BY PART NUMBER 6553 --l'IJSITIIIN!DIIEOFPRIIITQNTHJ!ILIIE---===----.. _.__ -, -...---- NOTE: 1. A PHYSICAL SEPARATION SHAIUL BE PROVIDED BETWEEN ADJACENT AREAS OF IRRIGATED RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 2. HOURS OF IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITT-I DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF LESSER QUALITY DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. DRINKING AND WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED. NO OUTDOOR DRINKING FOUNTAINS ARE USED THIS PROJECT. 3. BURIAL OF ALL WIRING AND PIPING SHAUL t.lEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 4. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED r ' WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER CARLSBAD MUNICIPAL 11 \\ NOTE: IRRIGATION SYMBOLS ARE DIAGRAMMATIC ONLY. ALL IRRIGATION TO BE LOCATED WITHIN PLANTING AREAS. BOLLARDS @ 4' O.C. "\ ' \~ " r--:--.... ., I w -- 1C ~ D22 J9 1.5" - DRAWING NUMBER 5AFCa PRODUCTS • NEW HOPE, MINI\ESIJTA REORDER BY PART NlJMBEA 6553 --l'fl~ITIIIN~IW'fll'PIIIVTl!lfflll~IIIII'------r--- DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINN:SOTA FIEOFIOER BY PART NUMBl:R 6553 --!'11.~tTu,11':11111'11"1'!1111TO!ll,,.!,l!llr------; DRAWING NUMBER DWG 447-6 95 of 102 ISAFCO PFIOOUCTS • NEW HOPE, MINNESOTA FEOROER BY PART NUMBER 6553 KEYNOTES 1'.0TE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. SEE SHEET L4.01 FOR IRRIGATION LEGEND NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AIND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYP. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. Sweene:i:: & Assoclotes, Inc. lrrl■•11on E>••lgn & Oon•ultlng ···~· l8700111yCm,yonDmt,llulleC . ... . -llunt.b,CAf2!183 • • --..__,..__ • • E-1111:~! "'•o,,o• 0 10' 20' CO' 60' i i I i SCALE: 1"•20'..0" KEY PL.AN CONSULTANT ■ P&D CONSULTANTS, INC. 8954 RIO SAIN DIEGO DRIVE, SUITE 610 SAN DIEGO, CALIFORNIA 92108 TELE: (619) 291-1475 FAX: 291-1476 SEAL \.~NDSC,ta "" f' we£Ckf -,1' ~ "f""-1,, q_ .:., "!lo ,.:'I .,... -... " " "" w 0 " "" ~L . , -, JI~ ~11tf' T ,;. ~' ❖• Or CA\..\W PROJECT CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING IRRIGATION PLAN NO. DATE REVISION COMMENTS CRAWN BY PROJECT NO. MJL 2000-0247 'X/X/X None CHECKED BY DATE I/ MJL © 1~09/2003 " DRAWING NO. L3.03 !/ . SHEErq .$"' OF l D d-- DRAWING NUMBER 5AFCO PRODUCTS • NEW HOPE, MINN:SOTA REOROEJ=I BY PAITT NUMBEFI 8553 --PDSmlllEDGEIJfPl!lll'l'GIITHISLINE--- - --r _.,.._.... - - METER BOX WI METER SIDEWALK --------, CURB -----~f APPROX. 8' POTABLE SERVICE LINE 7l J ~ "\..__/ '- 12" MINIMUM RECYCLED WATER IRRIGATION MAINLINE WI SLEEVE NOTE: VERTICAL CLEARANCE OF 12" MINIUMUM IS MANDATORY WHEN CROSSING PATH Of A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE tHE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. b @POTABLE SERVICE LINE CROSSING NOTE: ALL lATERAL LINES WITH GREATER THAN FIVE FEET OF ELEVATION CHANGE SHALL HAVE THE KING BROS. MOD. NO. KSC-XXX-S (LINE SIZE) SWING CHECK VALVE INSTALLED AT EVERY FIVE (5) FEET OF ELEVATION CHANGE MINIMUM. CONTRACTOR SHALL VERIFY ALL SWING CHECK VALVE LOCATIONS WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. RCV'S CONTROLLING IRRIGATION HEADS UPSLOPE FROM THEM SHALL BE INSTALLED WrTH A LINE SIZED KING PROS. MOD. NO. KSC-XXX-S SWING CHECK VAf_VE. INSTALL SWING CHECK VALVE DIRECTLY DOWN STREAM OF THE RCV TO PREVENT DRAINAGE OF WATER IN PVC LATERAL INTO VALVE BOX DURING ASSURE THAT NO "REClAIMED WATER" IS INSTALLED PAST "PRIVATE PROPERlY' LINES. THIS INCLUDES Alff GATED ENTRIES TO HOMES, BACK YARDS, OR ANY AREA UNDER THE CONTROL OF THE INDIVIDUAL HOMEOWNER. USE ADJUSTABLE MC NOZZLES FOR ALL HEADS LOCATED IN MEAS WHERE A STANDARD ARC PAmRN OVERSPRAYS ONTO BUILDINGS, WALLS OR PAVING. ADJUSTABLE MC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. Sweeney & Associotes, Inc. Irrigation 09'!3llgn & Oonoi,,.d-t:.lnc;I 38730 Sky Canyon Drive, Bulla C MUJrlala, CA 02563 Ph. 109-461-11B30 Fu:. IO!l-461-8850 E•mall: l&wconey1@ear1hHnk.net .!. • 'R11 ,i,' fl ,, ;~1 • C. " • "uD1101, DRAWING NUMBER SAFCO PRODUCTS • NEN H□PE, MINNESOTA REDRIJa:t BY PART NUMBER 6553 ----PIISmlll!llr.FffFPfl!IITIINT!IL~llMF---r DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA AEOAOER BY PAFIT NUMBER 6553 ---~fl'l{m~~1f"!'J~~"ll:~U£-- LOW VOLTAGE WIRES, 3 MAXIMUM OUTER CASE OF CONNECTOR i -----~--- L ___ STRIP AND TWIST WIRES FOR PROPER CONNECTION CRIMP COPPER SLEEVE INSTALLED WITH RECOMMENDED TOOL CONNECTOR INSERT ---, I ~-~ WIRE CONNECTION STREET SURFACE I 3.5 FEET POTABLE MAINLINE (SEE IMPROVEMENT DRAWINGS) 12' MINIMUM REQUIRED VERTICAL SEPARATION RECYCLED WATER IRRIGATION MAINLINE ---10 NOTE: ALL RECYCLED WATER IRRIGATION PIPING AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: 'STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" 'CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" OCTOBER 1993 SLEEVE J ' (J) POT ABLE MAINLINE CROSSING 1!.i;, I -= __ ~ UNDISTURBED SOIL 45 DEGREE ELL THRUST BLOCKS TO BE 1 CUBIC FT OF CONCRETE THRUST BLOCKS TO BE USED FOR 3' AND LARGER PLASTIC PlPE WRAP PLASTIC FITTINGS USING BLACK PIPE TAPE ALL CONCRETE TO BE PORTLAND CEMENT 420-C-2000 !1""1111""1111"'1111"' 111 laalll eaallllaaUII" TEE @ THRUST BLOCKING 90 DEGREE ELL SYMBOL DRAWING NUMBER SAFOJ PRODUCTS • NEVIi HCPE. MINNESOTA REOAt:ER BY PAITT NUMBEA 8553 IRRIGATION DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 8563 --l'!lfi"'.,..-;;.!J),~ 'lff'flllfT OO'nll~UII~ _..c_ ~-~-....--,::---~..,,.,:.-o'•~.tr·· ~ MATERIAL LEGEND ....... , ... --- DRAWING NUMBER DWG 447-6 96 of 102 SAF(l] PROOutTs • NEW' HCl"E, MINNESOTA FIEORt:ER 8Y PART NUMBEFl 6553 ------' ·;.::::__;wr1Qffoii1\l,_.l'P:li~~T1111'(~ ··~--==-: ----J --~ KEYNOTES Q T H F MANUFACT. MODEL NO. / DESCRIPTION GPM PSI RADIUS DETAIL b_ t,. [') ~ .. ~ ~ 0 (JI @) (l) @) @ 111 [1] ®I liJi @ -"'-..±.. I,, 'el' G EJ [!, l"I El ---...._ ('l e ('l e 0 e "' w EE ■ ~ • • $ ,.. HUNTER HUNTER HUNTER HUNTER HUNTER RAIN BIRD HUNTER HUNTER HUNTER HUNTER HUNTER T HUNTER <:; HUNTER ~Cl) @@ @@) (!} @ @ @ ~ (§1 !Bi li'll [l] !Ill Ii! lill @ @ NO SYMBOL l&il 121 - NO SYMBOL @ • 61 [Ej] IE! HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER P.O.C. HUNTER MATCO WILKINS HUNTER HUNTER HUNTER N/A N/A - · - · - · -TORO -, -. r . -AG PROD. NO SYMBOL AG PROD. (E) TORO @ TORO ------ AS APPROVED AS APPROVED AS APPROVED ------ --· · - · · -AS APPROVED AS APPROVED AS APPROVED NO SYMBOL AS APPROVED NO SYMBOC SPEARS NO SYMBOL AS APPROVED NO SYMBOL AS APPROVED NO SYMBOL AS APPROVED NO SYMBOL K.8.1. NO SYMBOL K.8.1. NO SYMBOL LEEMCO ' INST-06-CV POP-UP TURF HEAD W/B-Q/f/H AND PCS-010,-020,-030 NOZZLES W/N.P, CAP #458525 INST-06-CV POP-UP TURF HEAD W/10-Q/T/H/F NOZZLES W/N.P. CAP #458525 INST-06-CV POP-UP TURF HEAD W/12-Q/T/H/F NOZZLES W/N.P. CAP #458525 INST-06-CV POP-UP TURF HEAD W/15-Q/T/H/F NOZZLES W/N,P. CAP /1458525 INST-06-CV-LCS-515/RCS-515/SS-530 POP-UP TURF HEAD W/N.P, CAP /1458525 ALL SPRAYHEAD Q, T, H, F NOZZLES SHALL BE FROM RAIN BIRD MANUFACTURING INST-12-CV fOP-UP SHRUB HEAD W/B-Q/f/H AND PCS-010,-020,-030 NOZZLES W/N.P, CAP #458525 INST-12-CV POP-UP SHRUB HEAD W/10-0/T/H/f NOZZLES W/N.P. CAP (/458525 INST-12-CV POP-UP SHRUB HEAD W/12-0/f/H/F NOZZLES W/N.P. CAP /1458525 INST-12-CV POP-UP SHRUB HEAD W/15-Q/f/H/F NOZZLES W/N.P. CAP #458525 INST-12-CV-LCS-515/RCS-515/SS-530 POP-UP SHRUB HEAD W/N.P. CAP #458525 INST-06-CV POP-UP BUBBLER HEAD W/RAIN BIRD 5FB/5CST-PCS-040 NOZZLES W/N.P, CAP /458525, USE 5CST-B NOZZLES FOR PLANTERS LESS THAN 21/2', USE 5FB NOZZLES FOR PLANTERS GREATER THAN 21 /2' WIDE. INST-06-CV-PCN-50 POP-UP BUBBLER HEAD W/N.P. CAP /458525, EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. l-20-HP-ARV/3RV W/ NOZZLES 1.0/2.0/3.0 RECLAIMED SHRUB ROTOR HEAD 1-20-HP-ARV/3RV W/ NOZZLES 1.0/2.0/3.0 RECLAIMED SHRUB ROTOR HEAD 1-20-HP-ARV/3RV W/ NOZZLES 1.0/2.0/4.0 RECLAIMED SHRUB ROTOR HEAD l-20-HP-ARV/3RV W/ NOZZLES 1.5/3.0/6.0 RECLAIMED SHRUB ROTOR HEAD l-20-HP-ARV/3RV W/ NOZZLES 2.0/3.5/8.0 RECLAIMED SHRUB ROTOR HEAD 1-20-ARV/3RV W/ NOZZLES 1.0/1.5/3.0 6" POP-UP RECLAIMED TURF ROTOR HEAD l-20-ARV/3RV W/ NOZZLES 1.0/2.0/4.0 6" POP-UP RECLAIMED TURF ROTOR HEAD 1-20-ARV/3RV W/ NOZZLES 1.5/3.0/6.0 f5' POP-UP RECLAIMED TURF ROTOR HEAD l-20-ARV/3RV W/ NOZZLES 2.0/3.5/8.0 6" POP-UP TURF RECLAIMED ROTOR HEAD 1-40-ADS/3RS W/ NOZZLE #41 POP-UP RECLAIMED TURF ROTOR HEAD HCV SERIES CHECK VALVES, USE ON ALL HEADS WITH LOW HEAD DRAINAGE EXISTING -SEE PARK SITE PLANS ICV-151G-FS-R SERIES GLASS FILLED NYLON MASTER CONTROL V/JJ...1/E, SIZE AS SHOWN WIRE TO APPROPRIATE CONTROLLER FOR ZONES AS SHOWN ON PLANS 8-4 BUTTERFLY VALVE WITH B4-LTCH LATCH NUT, LINE SIZE PER MAINLINE .20, .30, .40 .39, .52, .79, 1.57 .65, .87, 1.3, 2.6 .93, 1.23, 1.85, 3.70 .65, .65, 1.30 .20, .30, .40 .39, .52, .79, 1.57 .65, .87, 1.3, 2.6 .93, 1.23, 1.85, 3.70 .65, .65, 1.30 .40 .50 (1.0) .60, ,80, 1.2 .60, 1.4, 2.4 1.0, 1.8, 3.7 1.4, 2.4, 4.9 1.8, 3.0, 6.0 1.0, 1.4, 2.4 1.0, 1.8, 3.7 1.4, 2.4, 4.9 1.8, 3.0, 6.0 11.5/11.5/11.5 30 30 30 30 30 30 30 30 30 30 30 25 40 40 40 40 40 40 40 40 40 50 5 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 5 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 3 FT N/A 22 FT 25 FT 30 FT 35 FT 40 FT 25 FT 30 FT 35 FT 40 FT 53 FT MODEL 850 FULL PORT BALL VALVE, USE FOR VALV[ AND QUICK COUPLfR MANIFOLO ASSfMBL/[S, SIZ[ TO MATCH LARGEST RCV IN MANIFOLD, OR 11/2" SIZE FOR QUICK COUPLfRS MODEL #HV1 OOA-RL-NP, 1" QUICK COUPLER VALVE ICV-XOlG-FS-AS-R (1'', 1 1/2", OR 2') SERIES GLASS FILLED NYLON REMOTE CONTROL VALVE, SIZE AS SHOWN ADJUST ACCU-SET PRESSURE REGULATOR TO 48 PSI FOR SPRAY AND ROTOR ZONES, 60 PSI FOR BALL FIELD ZONES /CV-XOIG-FS-AS-R (I", 1 1/2", OR 2") SERIES GLASS FILLED NYLON REMOTE CONTROL VALVE, S/Z£ AS SHOWN, INSTALL AN AG. PRODUCTS 4£ WY£ FILTER (1" SIZE FOR D£MANDS LESS THAN 18 GPM, 11/4" SIZE FOR D£MANDS GREAT£R THAN 18 GPM) IN A "JUMBO" VALVE BOX AS SHOWN ON DE:TAIL J. ADJUST ACCU-SCT PRESSURE REGULATOR TO 30PS/ AT END OF LATER/AL LINE. 230 VOLT SINGLE PHASE ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD RGP-2-12 DL2000E RW DRIP TUBING W/ .6 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 16" APART IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE W/ 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK S3TS "SPIN-Loe· TEE OR ELL FITTING FORCONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "SPIN-LOC" FITTINGS PROVIDE A FCH-H AUTOMATIC FLUSH VALVE AT END OF DRIP DISCHARGE HEADER USING THE COLLAR f,S PROVIDED, INSTALL FLUSH VALVE INSIDE A SEPERATE VALVE BOX, ONE AT EACH ENO OF THE TUBING RUNS IN EACH DIRECTION, INSTALL 18" FROM PAVING YD-500-34 AIR/VACUUM RELIEF VALVE INSTALLED WITH A FT-050 CONBINATION TEE AND A 3/4" X 1/2" REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY INSIDE A 8" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLAhTER. MULTIPLE ARV'S SHALL BE REQUIRED PER RCV, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVf. BOX 18" FROM PAY!NG AND AT HIGH POINT OF PLANTER AREA RECLAIMED WATER PVC PURPLE PIPE PANTONE NO. 522 3/ 4" -3" CL. 200 AS LATERAL LINES 12" BELOW GRADE, "PACIFIC CAL" OR EQUAL RECLAIMED WATER PVC PURPLE PIPE PANTONE NO. 522 2", 2 1/2" CL 315 AS MAINLINES 24' BELOW GRADE, "PACIFIC CAL" OR EQUAL, SEE PLAN FOR LOCATIONS RECLAIMED WATER PVC PURPLE PIPE PANTONE NO. 522 'S' -4" CL. 315 BELL ANO GASKET AS MAINLINES 24" BELOW GRADE, "PACIFIC CAL" OR EQUAL, SEE PLAN FOR LOCATIONS 2" SCH 40 ELECTRICAL CONDUIT FOR FIVE CALSENSE FLOW SENSOR CABLES TO CONTROLLERS A,B,C,D,E LOCATION RECYCLED WATER SCH. 80 PVC PIPE AS SLEE.YING UNDER VEHICULAR PAVING, "PACIFIC CAL" OR EQUAL, TWICE THE DIAMmR OF PIPE OR WIRE BUNDLE CARRIED, PLACE BELOW ALL VEHICULAR PAVING, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. PIPING SHALL BE COLOR CODED PURPLE (PANTONE #522) ANO MARKED AS INDICATED IN REClAIMED WATER NOTES, SEE SHm L4.03 UNDER VEHICLE PAVING, INSTALL HAIN, LATERALS, AND \/IRES IN SEPARATE SCH.BO PVC \I/ 36' COVER UNDER PRIVATE DRIVEIIAY PAVING, INSTALL MAIN AND \IJRES IN SEPARATE SCH,40 PVC \I/ 24' CUVER UNDER PEDESTRIAN PAVING, INSTALL HAIN AND 1/JRES IN SEPARATE SCH.40 PVC II/ 18' COvtR UNDER PEDESTRIAN PAVING, INSTALL LATERALS IN SEPARATE ~CH,40 PVC \I/ 12' COVER RECYCLED WATER SCH. 40 PVC PIPE AS SLEEVING UNDER PEDESTRIAN AND PRIVATE DRIVEWAY PAVING, AND UNDER CONCRm V-OlfCHES, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED, PLACE BELOW ALL VEHICULAR PAVING, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTAlM. PIPING SHALL BE COLOR CODED PURPLE (PANTONE #522) ANO MARKED AS INDICATED IN RECLAIMED WATER NOTES, SEE SHEET L4.03 UNDER VEHICLE PAVING, INSTALL MAIN, LATERALS, AND \/IRES IN SEPARATE SCH.80 PVC 1// 36' COVER UNDER PRIVATE DR!VE\/AY PAVING, INSTALL MAIN AND \/!RES IN SEPARATE SCH,40 PVC II/ 24' COVER UNDER PEDESTRIAN PAVING, INSTALL MAIN AND \/IRES IN SEPARATE SCH.40 PVC 1// 18' COVER UNDER PEDESTRIAN PAVING, INSTALL LATERALS IN SEPARATE SCH.40 PVC \I/ 12' COVER IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED). INCLUDE ONE ADDITIONAL SPARE WIRE OF A DIFFERENT COLOR TO lAST VALVE ON EACH LEG OF MAINLINE. TERMINATE IN APPROPRl'ITE CONTROLLER ENCLOSURE DS400 PRE-FILLED WIRE CONNECTORS, FOR ALL WIRE CONNECTIONS ALL VALVE BOXES SHALL BE PURPLE COLOR CODED AND MARKED AS INDICATED IN RECYCLED WATER NOTES, SEE SHEET L4.03 IDENTIFY VALVES BOXES BY HEAT BRANDING VALVE BOXES WITH NUMBERS TO MATCH VALVE ID TAGS ALL VALVES SHALL HAVE RECYCLED NUMBERED WATER ID TAGS INSTALLED f,S INDICATED IN RECYCLED WATER NOTES, SEE SHEET L4.03 ALL CONTROLLERS SHALL HAI/E RECLAIMED WATER PLACARDS INSTALLED AS INDICATED IN RECYCLED WATER NOTES, SEE SHEET L4.03 KSC-XXX-5 SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS INDICATE LOCATIONS OF SCV'S BY A PAINTED 1X2X24" STAKE. KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE rlRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS. INDICATE LOCATIONS OF SCV'S BY A PAINTED 1 X2X24" STAKE. ALL FITTINGS USED WrTH RING TITE PIPE SHALL BE LEEMCO "SLANT BELL" DUCTILE IRON FITTINGS. USE LEEMCO JOINT RESTRAINTS ON ALL DIRECTIONAL CHANGES AND ON COUPLINGS WITHIN 50 FEET OF DIRECTIONAL CHANGE. USE JOINT RESTRAINTS ON ALL EQUIPMENT INSTALLED ON RING TITE PIPE. ~---V/JJ...VE NUMBER -I J5 f1\ ,' 1 \ J5 ---<G.P.M. A A A A A A A A A A A s A A A A A A A A A A N/A N/A D F G H l,Q,R J,Q,R N/A N/A N,O,P N N/A 0 p L L L,X M M M M,T T N/A N/A N/A N/A N/A s ~ '\ 1,5• / 40 -AFPROXIMATE LENGTH OF DRIP TUBING (IN DRIP ZONES ONLY) . 7 ~----VALVE SIZE KEY PLAN CONSULTANT ■ P&D CONSULTANTS, INC. 8954 RIO SAN DIEGO DRIVE, SUITE 610 SAN DIEGO, CALIFORNIA 92108 TELE: (619) 291-147:; FAX: 291-1476 SEAL PROJECT CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK ORAWlNG TITLE COMMUNITY CENTER BUILDING IRRIGATION LEGEND NO. DATE REVISION COMMENTS ORAWN BY PROJE:CT NO. MJL 2000-0247 X/X/X None CHECKEO BY DATE MJL @ 12/09/2003 '\ DRAWlNG NO. I\ I\ L4.01 I\ SHEET9(o OF l 0~ DRAWING NUMBER 6AFCO PRODUCTS • t,EN H□PE, MINNESOTA REORIJER SY Ptr,AT NUMBER 8553 DRAWING NUMBER SAFCO PRODUCTS • NEVV HOPE, MINNESOTA AEG10ER BY PART NUMBER 8553 -----,---__ -l'OSTTU!N!'Jlr.t1JF"111trri)Pt11~u11r-----·---f ---------1!lSITTQH£l!f,1'.'IJfF'Rl111i:IITMl~lllff-- ~------FINISH GRADE IN TURF AREAS TO DRIP SYSTEM BRICK SUPPORTS PLASTIC" JUMBO" RECTANGULAR VAL VE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDS CAPE EDGE, HEAT BRAND "RCV' AND CONTROL STATION# ONTO LID. VALVE ID TAG AG.PRODUCTS WYE FILTER R.C.V. f W/ !\CCU-SET REG. MAINLINE ---flNISHED GRADE IN SHRUB AREAS L-------LANDSCAPE FABRIC ~-------3/4" ROCK, 2 CUBIC FT. @ DRIP /BUBBLER VALVE ASSY @ ..--------FINISHED GRADE IN TURF AREAS .-------TORO FCH-H W/ DL200 AUTOMATIC FLUSH VALVE WITH DL-75MA-9153 314' MALE ADAPTER ~---PLASTIC ROUND VALVE BOX, 6' SIZE HEAT BRAND "FV" ONTO LIO. 2" IN. SECTION VIEW· N.T.S. FINISHED GRADE IN SHRUB AREAS ..-~--DRIP TUBING LENGTH AS REQUIRED DRIP TUBING SWEEP DOWN TO ENTER VALVE BOX BRICK SUPPORTS LANDSCAPE FABRIC 314" ROCK, 1 CUBIC FT. TORO BARBED ELL (DL-E9018) DRIP FLUSH VALVE DRINKING FOUNTAIN COVER ~--FINISH GRADE IN TURF AREAS LATERAL.--<{====1"1! FEMALEADAP.---- SCH.80 PVC BRICK SUPPORTS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCI\PE EDGE. HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID. CONTROL VALVE 24" WIRE LOOP VALVE ID TAG .. ---flNISHED GRADE =I I i=I I != IN SHRUB AREAS 1 11i'11 111'11 111 111 I l=I I I= PVC SCH 80 NIPPLE lYP. 7r,'ij..'~-t1-'tJ:;p'LL..}-lr\----PVC THO. ELL SCH 80 PVC ._+-+-II----SCH. 80 UNION '------1---1---1\---BALL VALVE _J:~~=='...-SCH 80 PVC NIPPLE 3/4" PEA GRAVEL, 2 CUBIC FT~.---- LANDSCAPE FABRIC-------~ lYP. ---IRRIGATION MAINLINE SECTION VIEW -N.T,S. REMOTE CONTROL VALVE FINISHED GRADE DRIP TUBING lYPICI\L BOTH SID ES r DUCTS, INC. AGRICULTURAL PRO #SSTS-565 SPIN LOC (SPL x SPL x 1/2" SOC FITTING KET) 1/2' SCH 80 T.O.E. NIPP LENGTH AS REQUIRED LE IBLE KING BROTHERS FLEX NIPPLE,#FVN-500-6F MIPT x rlPT, 6" LENGTH ) SCH. 40 PVC TEE SxSxT, LINE SIZE BY 1/ 2" FVC LATERAL LINE -1 I 1-111-111-111-111-1 fl: ~I Ii' 11 1 Ii' 111 Ii' 11 1 I J' 111Ii'11 111= ~ 1=111= 11=1 I l=l I 1=1II=1 ·~ = = ~ = A = I "' ~ l l • 1 @ PVC/DRIP TUBE INSTALLATION r--JRRIGATION MAINLINE BELL AND GASKET TYPE PIPE, SEE LEGEND FOR SPECIFICATION LEEMC;,r---------._ DUCTILE IRON PUSH-ON FITTING l!,.l!,l!ll~t----LEEMCO -------£;;~!:;; JOINT RESTRAINT SYSTEM USE MS SERIES RESTRAINTS FOR BUTTERFLY/FLANGED GATE VALVES USE LB SERIES RESTRAINTS FOR BELL AND GASKET JOINTS USE LH SERIES RESTRAINTS FOR PVC PIPE TO HARCO FITTINGS SIZE OF RESTRAINT TO BE AS PER PIPE ANO FITTING USED USE JOINT RESTRAINTS ON ALL BELL AND GASKET MAINLINE PIPE USE THRUST BLOCKS ON ALL SOLVENT WELD MAINLINE PIPE ® THRUST BLOCK DRAWING NUMBER SAFCO PAOOUCTS • NEW HOPE, MINNESOTA AEOROER BY PART NUMBER 6553 ----~l'!l:lTTiO~re,.rJf~llf'ill!TI!l~illff"---- ® NOTE: ~-----FINISHED GRADE IN TURF AREAS ..----PLASTIC ROUND VALVE BOX WITH BOLT DOWN PURPLE COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "QCV", "RECYCLED WATER" ONTO LID. ,, QUICKCOUPL~RVALVES SHALL BE OF A lYPE APPROVED F6R RECYCLED WATER USE 3" . -FINISHED GRADE IN SHRUB AREAS ,t• MIN. iii'---WARNING PLASTIC TAG ,I 'RECYCLED WATER-DO NOT DRINK" ....-IN ENGLISH AND SPANISH ~t:Z::::'.-fi!!!mill__ QUICK COUPLER VALVE SEE LEGEND FOR SPEC. t,,,,,1---+---STAINLESS STEEL CLA)JIP .,,--BRICK SUPPORTS -:::---DURA PRE-ASSEMBLED SWING JOINT WITH ONE PIECE BRASS MIPT NIPPLE MOD.#1-A1912 '-,---U!ELlC-..J.-~-MAINLINE, SEE SPECS, t--------#4 X 36" REBAR STAKES, 2REQUIRED '----------LANDSCAPE FASRIC --SE_C_T-IO_N_VI_E_W __ -N-.T-.S-. ---3/4' ROCK, 1 CUBIC FT. USE TEFLON TAPE ON ALL THREADED FITTINGS lYPICAL. H QUICK COUPLER VALVE RECYCLED) POTABLE AND CLEAN COMPACTED BACKFILL PAVING, BY OTHER,;,--....___15'Z'77:>77:'7n'77 LATERAL LINE IN SLEEVE SCH. 40 FOR PEDESTRIAN SCH 80 FOR VEHICLE TAPE CONTROL WIRES TO MAINLINE 1 O FEET ON CENTER DEPTH PS SHOWN OR ON CONCRETE SLAB FOR ON STRUCTURE INSTALLATION. SLEEVES THROUGH WALLS BY OTHERS. SLEEVE INSTALLATION t-----------IRRIGATION MAINLINE rF~Q-------SCH. 80 PVC TEE,_SxSxT MAINLINE X MANirOLD SIZE ,r----BALL lYPEISOLATIONVALVE ,---SCH 80 PVC UNION '---REMOTE CONTROL VALVE 1--------MINIMUM 12" SEPARATION BETWEEN ALL VALVE BOXES «t'""'":IF--v,-,--SCH 80 PVC UNION ,----IRRIGATION SUB-MAINLINE LATERAL LINE TO SPRINKLERS HARDSCAPE EDGE INSTALL MAINLINE 18" OFF OF HARDSCAPE EDGE ,<='r------BALL lYPE ISOLATION VALVE m~.-------SCH 80 PVC UNION Lll;:}--------QUICK COUPLER SWING JOINT ®--t------QUICK COUPLER VALVE IN A ROUND VALVE BOX RCV MANIFOLD QUICK COUPLER MANIFOLD TO BE SEPARATE FROM RCV MANIFOLD DRAWING NUMBER SAFCO PRODUCTS • NEVV HOPE, MINNESOTA AEOROER BY ?ART NUMBER 8553 ----,O~rilll~ m,-,> ,if ~N' ... fiirn•JMF -~ ------- PROVIDE TWO HUNTER PCN-50 0.5 GPM BUBBLERS PER TREE ,,,------RUBBER DRAIN CAP MISSION RUBBER CO. NO. 0704-015, 4" . + + + + • + + + • ------FINISH GRADE · ·· ,. :.,:;,:_::;~:.,:.:!. J-~lfflfi:II~---~----BUBBLER HEAD, SEE LEGEND FOR SPECIFICATION :: _Jj TOP 1" BELOW FINISH GRADE • + • + + • + + + + .._tiii:,;;':"t'±-------SCH 80 NIPPLE, LENGTH ' ~ 1111: . AS REQUIRED, 2 REQUIRED DRAWING NUMBER SAFCO PRODUCTS • r,EI./I/ H□PE, MINNESOTA REOROER BY PART NUMBER 6553 ~-------INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS -~,1~ffi~1 ,_ _____ POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION (WITH PURPLE COVER) 1" DRAWING NUMBER DWG 447•6 0 7.1>f.102 '-=SAFCO=,..,•""ao~□UCTS • NeN Ha=.,-:, .,c:::,Nc:-NESOt=,,.. fl:OADEfl BY PART NUMBER 8553 ~ _...__ ___... ---J ~ - KEYNOTES • + + + + l""''l-tf--~=1--------HUNTER HC-50F-60F ANTI DRAIN VALVE !1 I II I IWillJ EUJ-111-,m m rr INSTALL SPRINKLER HEAD 1/2" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVERS AREAS • + + + + . + + + + • + + + + • + + + + • + + + + O • o. ~Tm! 0e • l=I------NATIVESOIL •'0 0 "'1'-":L..Ji:::-.LW'c.,· ------PVC LATERAL LINE 0• .. ~::re:::::::::--0.u o • • ~------DRILL THROUGH PIPE • a, io '{;' o 1/2" PVC ELL (SxT) vo.: 0 .~o": Oe,r,io----------4" DIA. x 36" LONG oe'\_1;; PERFORATED PVC DRAIN PIPE ~~.•:~ FILLWITH314"GRAVELTO .::.....µ~.::.....µ...._.,,,.,=""'-.J BOTTOM OF CHECK VALVE '---------------AMMENDED BACKFILL '------------------ROOTBALLOFTREE BU801.DWG ® TREE BUBBLER IN DRAIN TUBE ..------FINISHED GRADE IN TURF AREAS ..----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID . ,--BALL VALVE, SEE LEGEND FOR SPECIFICATION FINISHED GRADE IN SHRUB AREAS I ----rn m lllwlllw -111-~a~r----PRESSURE SUPPLY LINE .,. DEPTH AS PER SPECS. "----PVC MALE ADAPTER 2:,;J-----BRICK SUPPORTS ------BRASS UNION ~-------BRASS NIPPLE ---------LANDSCA0 E FABRIC NOTE: SE~c=T1"'o""N :-,Yl""Ew"'"'-N"',T=-.s=-.-----314" ROCK, 2 CUBIC FT. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. © P.V.C. BALL VALVE CLEAN COMPACTED BACKFILL 12) WARNING lAPES LATERAL LINES MAINLINE AND CONTROL WIRES TAPE CONTROL WIRES TO MAINLINE 10 FEET ON CENTER DEPTHS SHOWN ARE FOR IN GROUND INSTALLATIONS. ON STRUCTURE INSTALL PIPING AT DEPTH SHOWN OR AT CONCRITE SLAB DEPTH. PIPE INSTALLATION NOTE, 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. 2. SET RCV AND VAL VE BOX ASSEMBLY IN GROUND-COVER/SHRUB AREA WHERE POSSIBLE. 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. 14"X19" RECTANGULAR VALVE BOX TYP. QUICK COUPLING VAL VE BOX, lYP. 0 0 0 0 0 ill 12" 12" 1211 .. @ VALVE GROUPING 0 0 • ~ill, I" 11rr NOTE: UNDISTURBED SOIL PRE-ASSEMBLED TRIPLE SWING JOINT, PVC lYPE, WITH 0-RJNGED JOINTS, MIPT INLET AND MIPT OUTLET LAY LENGTH TO BES• MINIMUM SIZE AS PER SPRINKLER OUTLET SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE PURPLE LATERAL "ALERT LINE" PIPE, SEE SPECIFICI\TIONS FOR lYPE AND DEPTH REQUIRED INSTALL SPRINKLER HEADS S" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS A MIN. OF 6" FROM fW{ WALLS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCI\PE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. USE AJUSTABLE ARC NOZZLES AS NEEDED TO ACCOMPLISH ABOVE FINISHED GRADE IN TURF 1 POP-UP SPRINKLER .---------PLASTIC VALVE BOX I W/ SOLT DOWN LID t MARKED "WATER" FINISHED GRADE IN PLANTER ..----11--------LUG TYPE BUTTERFLY VALVE WITH 2" SQUARE AWWA OPERATING NUT ~..---++------11--------8" PVC CL.160 PIPE ' oo ~ °%o-~::i-----"' I.< RED BRICK, ONE 6 • AT EACH END ,t.•I~ o Jl'W-----ONE CUBIC FOOT '••u oe PEAGRAVEL ~0;5;,_~ ,•.'iJ 0~0 OO•&i>o~ •• ~-IRRIGATION MAINLINE 12"X12"X4~" --====:L-.rn I b---__J.====~::.._--scH so PVC FLANGES 3" AND LARGER TO BE VANSTONE VANSTONE TYPE (LOOSE RING) POURED CONCRETE SUPPORT UNDER VALVE ® WI SOCKET CONNECTION BUTTERFLY VALVE ..--------FINISHED GRADE IN TURF AREAS ..----TORO YD-500-34 AIR /VACUUM RELIEF VALVE ® ~--PLASTIC ROUND VALVE BOX, 6" SIZE HEAT BRAND 'AAV" ONTO LID. FINISHED GRADE IN SHRUB AREAS 2" MIN. BRICK SUPPORTS LANDSCI\PE FABRIC '---------3/4" ROCK, 1 CUBIC FT. '-----------1/2" PVC TEE (SxSxT) WITH TORO CA710 COMP. ADAPTER SECTION VIEW· N.T.S. DRIP AIR RELIEF VALVE KEY PLAN CONSULTANT II P&D CONSULTANTS, INC. 8954 RIO SAN DIEGO DRIVE, SUITE 610 SAN DIEGO, CALIFORNIA 92108 TELE: (619) 291-1475 FAX: 291-1476 SEAL PROJECT 38730 Sky CM1yo11 D1lve, Suite C Murrieta, CA 12563 Ph. 909-461-6330 Fu. 109-461-8850 !-mall: lsweeney1@earfhlfnk.ne1 CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING Tffi.E COMMUNITY CENTER BUILDING NO. DATE fr, X/X/X .6. .6. IRRIGATION DETAILS REVISION COMMENTS Ncne DRAWN BY MJL CHECKED BY MJL DRAWING NO. PROJECT NO. 2000-0247 DATE C 12/09/2003 L4.02 SHm q ·. OF I 0~ DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REDROER BY PARf NUMBER 6553 \ \ ---r --- J Met exe 36" box 1 Que s c 120"-144" box relocated from on-site Field Grown ~ 1 Que a r 96" box Field Grown DRAWING NUMBER SAFCO PROCIUCTS • NEVJ HOPE, MINNESOTA REOi:IOER BY PART NUMBER 8563 --~~~™f'lf'"flll!l"llfl"lll"UIIF-- 1 Que a r 96" box multi ·-' ) ' . ·-·--} • \ 2l" box Pit era nai\ 2 Pho Rub Cis ur \ 5 gal 1Ccrev \ -~ DRAWING NUMBER SAFCO PRODUCTS • NE\/11 1-KJPE, MINNESOTA FIEORDER BY PART NUMBER 85:53 -.........----.n~r'lll>!~f'Jf'~llflW~•_,.f--- ~~~l 8 ~a~dJ[ 5 Het orb 24' box ~ 21 I I <_gal Ir-- /r-- I,___ I 1r-- l 1i--- /i--- Ii--- St re 15 Str re 5 gal ------ !?,~ \~ 5 gal 29 Pit era 10 Aqa afr ~ 1 gal \L 5 gal ~ '' \ '' ' ' ' -ooJ~--+I- 6 box - --- ,,;,---/,-__ -----------r--- I I -- -- c:, "" -- I nan ,, ' .. ' ' • r -t. ' • ~,; ' ' f· DRAWING NUMBER SAFCO PRODUCTS • r.eM HOPE, MINNESOTA REOROEA BY P.ART NUr,,tBER 6553 --l'l!ll'l'lll!l~!lf'•'l'J!IT<Jll"ll!~Ll!l~-- DRAWING NUMBER SAF!CO PRODUCTS • NE'.V HOPE, MINNESOTA FIEORCER BY PART NUMDER 8553 SEE SHEET L6.01 FOR NOTES AND LEGENDS I I I I I I I / ' ' _J I .------. ---. --~· --------------. . ..,..,..,.,. ----- / -. -/ I I " I ~~~\ /4 _/y1 :I' '. ✓~ ~ NON-IRRIGATED HYPROSEED. SEE 5PEEJ C.-1';_,.-, / L,. _ _,, : I ,{ I -------- ---- I I I I I \ \ I I I ;- I I I I I m.i -~ \ --/ \ - \ \ 0 i \ \ 10· i \ \ \ 20· i \ SCALE: 1"~20'.()" \ \ \ \ \ ~o· ' DRAWING NUMBER DWG 447·6 98 of 102 8AFCO PRODUCTS • NEW HCPE, MINNESOTA REOl'ltER SY PAAT NUMBER 9553 60' I KEYNOTES KEY PLAN CONSULTANT II P&D CONSULTANTS, INC. 8954 RIO SAN DIEGO DRIVE, SUITE 610 SAN DIEGO. CALIFORNIA 92108 TELE: (619) 291-1475 FAX: 291-1476 SEAL PROJECT CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWlNG TITLE COMMUNITY CENTER BUILDING PLANTING PLAN NO • DATE REVISION COMMENTS CRAWN BY PROJECT NO. & MJL 2000-0~47 X/X/X None CHECKED BY DATE 6 MJL C 12/09/2003 DRAWING NO. L5.02 6 6 SHffi ~ OF 0~ -r---, DRAWING NUMBER BAFCO PRODUCTS • NEW HOPE, MINNESOTA FIEOOOER BY PART NUM91:R 6553 --f'IWT!QN~r,'~~TIIIS-011~----- DRAWING NUMBER SAFCO PROCIUCTS • NEW HOPE, MINI\IESOTA REOF1DER BY PAITT NUMBER 6553 --POOITIOI! Ql!Uc llF l'NMT lJII '!11!~1_111!:---r 6roundcover Legend Sym. .. ... . .. ,f Botanlc..al Name (Common Name) C,otoneaster horlzontalis (Rock COtoneaster) 11'1/2" layer mulc..h Rosmarlnus offlclnalls 'Prostrata' (Dwarf Rosemar~) 11'1/2" layer mulch Trachelospermum Jasmlnoldes (Star Jasmine) 11'1/2" layer mulc..h Turf grass DRAWING NUMBER SAFOO PRODUCTS • NEW HCPE. MINNESOTA AEORtl:A BY PART NUMBfR 6553 Size Spacing I gal BO" oe, I gal IB" oe, I gal IB" OC Hydroseed --- Comments Tlfway 41'1 Hybrid Bermuda <Srass (Ballfleld) Agrono -Tee.. 2A (All other open play grass) See specifications for slvrry mix Sod -Alternatlve Bid '' '''. ,,,,,, Turf grass Marathon 111 CJO% Improved Tall Fesc..ue/1O% Bluegrass M~oporlum parvlfollum 'i3urgandy Carpet' H/2" layer mulc..h Sod Flats ,,,,,, ,,,,,, ,,,,,, Slope Hydroseed mix, Verbena tenulsecta Balleya multlradlata Eschscholizla mexlc..ana Luplnus sparclflorus Oenothera speclosa Lasthenla e-alifornlca Salvia c.olumbarlae Vulpla Octoflora Vulpia mlcrostachys Cellulose fiber mulc..h Fertllllzer b.0 lb5Jac.re B.0 lb5Jac.re 2.0 lb5Jac.re 2.0 lb5Jacre B.O lb5Jac.re 1.0 lb5Jacre 1.0 lb5Jacre 2.0 lb5Jacre 4.0 lb5Jacre '10% puribJl75% germination '10% purlt~80% germination '18% purlty/80% germination '18% purltyn5% germination '10% purlty/80% germination 50% purlty/60% germination '10% purity/60% germination 10% purlt~60% germination '10% purlty/80% germination Organic tacklfler A A , Delosperma alba X X } Planting Notes . 1,800 lb5Jac.re per soll5 test 10 lbs/acre Elest 15-15-15 I. All trees shall be selee,ted bu Landse,ape Arc.hltec.t as noted on legend If selec.tlon has not been mad'e then the c.ontrac.tor shall submit pholos lndlc.atlng the nature of all tree spee,Jmens to be Installed. 2. All trees planted In turf areas shall have a 2' radius area at trunk l'lhere turf Is not planted. Install B" layer forest floor mulc.h. 5. All landsc.ape areas shall drain at min. 2% per Clvll Engineer's Plans. 4. Store plant material In shade and protee,t from sun. Enoore on site !'laterlng prior-to planting. 5. Position all trees prior to plantlng. Final tree and shrub plae,ement to be approved by Landse,ape Ai'c.hltec.t prior to planting. . 6. All nursery stakes and tags shall be removed from all plant materlals af'ter planting. 1. All trees 5 gallon and larger shall be staked Immediately after planting. Staking shalr c.onslst of tl"lo lodgepole pine stakes, minimum elqht feet tall, tl"IO Inc.hes In diameter. Attac.h poles to tree with tl"!o rul5ber hose c.oated wire loops (10 go.). e,_ All trees l'llthln five (:,) feet of e,onc.rete (Halks, c.urbs, l"lalls) shall be Installed with linear root barriers. CJ. Hater thorovghly, Immediately af'ter planting. i'later settle all bac.kfllled areas thoroughly as necessary. 10. Plant grovndc.overs so that after settllng, the c.rown of the plant Is even with the finish grade. After plaritlng, smooth soll arovnd plant and v-iater l'llth a fine spray. II. 5vfflc.lent measvres shall be taken by c.ontrae,tor to ensure tvrl' areas from damage by pedestrians and workmen. 12. Contractor shall take all appropriate actions to ensure the health, safety, and Helfare of the pvblle, at all times dvrlng the c.onstructlon process. 15. Refer to planting spec.lflc.atlons for further lnstrvctlons. 14. Install 2" layer of shredded bark mulch In all planter areas. 24" OC, -r DRAWING NUMBER 5AFCCJ PRODUCTS • NEW HCFE, MINNESOTA FIEORCER SY PART NUMBER 6553 ----r DRAWING NUMBER SAFCO PR□□UCfS • NEW HOPE. MINNEOOTA FIEORCl:A BY PART NUMBER 6553 --. -~ITW!!~~~!lfl'l'~!l'rilfl'l!ISl.f!I!'-- DRAWING NUMBER DWG 447·6 99 of 102 SAFCO PRODUCTS • NEW HOPE MINNESOTA FltORDER BY PART NUMBER 8553 ---------------, -----'. i KEYNOTES Planting Legend 5ym. Botanic.al Name (Common Name) 51ze Guan. Comments Het arb Heteromeles arbutlfolla (Toyon) ·Mag gra Magnolia grandlflora (southern Magnolia) Erl def Erlobotrya deflexa (E.-onie Loquat) Met exc. Metroslderes exc.etc..us Pin eld PlnlJ5 eldarlc.a (Afghan Pine) Pia ac.e Platanus ac.erlfolla (London Plane Tree) Pyr c.al Pyrus c.allerlana 'Aristocrat' (Arlstoc.rat Pear) Gue agr Guere,us agrlfolia (C,oast Live Oak) A I Gue lie Guerc.us !lex (Holly Oak) ' -/ . '\ ( 0 I Gue spe, Guerc.us spec.Jes ' / - Rhu Ian Rhus lane.ea (African Sumac.) 0 • 5c.h mol 5c.h1nus molle (C,allfornla Pepper) • Shrub Legend Sym. Aga pet Aqa afr Gls pur Gyc.. rev Hem hyb Esc fas Esc.. fra Fel sel Het arb Lan mon Lep sco Pho coo Botanlc..al Name (Common Name) Agapanthvs "Peter Pan" (Peter Pan Agapanthus) Agapanthus afrlcanthus C,istus purpureus (Roc..krose) C,ycas revoluta (Sago Palm) Hemeroc..allls hybrids (Fortnight LIiy -Various colors) contractor to submit sourc.e and samples ll'llth name tags Ec.hium Fastuosum (Pride of Maderia) Escallonla 'Fradesli' (compact Escallonla) Feijoa selloll'llana (Strav-1berry Guava) Heteromeles arbutlfolla (Toyon) Lantana montevldensls (Tralllng Lantana) Leptospermum sc.oparlum (Neil'! Zealand Tea Tree) Phormlum cooklanum Phormlum 'Maori Chief' Phormlum 'Rubrum' 24" box 15 gal. 24" box 56" box 24" box 24" box 36" box 24" box 36" box 48" box 36' box 48" box 56" box 4e," box CJ6" box 120" box 56" box 48" box <l6" box 24" box 56" box 24" box 56" box Size I gal I gal I gal/5 gal 24"box 5 gal 5gal 5 gal 5 gal 5 gal I gal/5 gal 5 gal 5 gal 5 gal 5 gal Pho MG Pho rub Pit tob Plttosporum toblra Variegata' (Variegated Moc..k Orange) 5 gal Pit c.ra nan Plttosporum c.rasslfollum nana (Dwarf Plttosporvm) Rha bal Rhaphlolepls lndlca 'Ballerina' (Dv-1arf India Hawthorne) Rha Ind enc.. Rhaphlolepls lndic..a 'Enc..hantress' (lndla Hav-1thorne) Rha Ind JE Rhaphlolepls lndlca 'Jack Evans' (lndla Hav-1thorne) Rhu lau Rhu ova Sol het Str reg Rhus laurlna (Laurel Sumac) Rhus ovata (Sugar Bush) Sollya heterophylla (Australian Bluebells) Strelitzla reglnae (Bird-of-Paradise) 5 gal 5 gal 5 gal I gal/5 gal 5 gal I gal 5 gal 5 gal 5 0 0 0 0 0 5 0 0 0 0 0 0 5 0 0 0 0 0 0 0 Guan. 10 multi-trunk multi-trunk multf-trunk.Allgh branc.hlng multl-trunk.Allgh branching mult1-trunl</lol"! branc..h!ng multi-trunk mu I ti-trunk relocated from on-site Comments 0 0/48 I 0 0 0 0 0 0/0 0 0 0 228 50 0 0 0 0/8 0 0 0 105 KEY PLAN CONSULTANT ■ P&D CONSULTANTS. INC. 8954 RIO SAN DIEGO DRIVE, SUITE 610 SAN DIEGO, CALIFORNIA 92108 TELE: {619) 291-1475 FAX: 291-1476 SEAL PROJECT CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING PLANTING LEGEND AND NOTES NO. DATE RE\<1SIQN COMMENTS " X/X/X None DRAWN BY PROJECT NO. MJL 2000-0247 CHECKED BY DATE MJL @ f2/09/200o " DRAWING NO. ,, L6.01 I\ SHEEf qq OF l O d-' DRAWING NUMBER SAFCCl PRODUCTS • NEW HOPE, MINNESOTA f!EOROER BY PART NLA\18EF1 6553 ~ -~el11111ltilRMi'IIKTii,nn:o:i.m------r---- DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA FEDRCJER BY PART NUM8E8 8553 ---Pll:lll1i111F.M':•Jf!'lii1 ,11;/lllSUH~--- DRAWING NUMBER DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA AEOROER BY PART NlJMSEFl 6553 SAFCO PRODUCTS • f.EN HOPE, MINNESOTA FEORtJER BY PART NUMElER 6553 -r------~-ro~,,,.,,_...,.,,,)iiiij~,,Jl;,n,.,..;;;r----' ,-------10'·12' THICK TILLED PLANTIN6 BED --INST ALL 2' lHICK t1.I.Clf LAYER FRIOR TO PLAm1N6 6ROUNDWYER (5EE 6ROIJND COVER PLANTIN6 l)EJ"AIL) FINl5H6RADE " ·• • ' I ,,--:,/4" dla. rubber hose sedlon around three major limbs .,,---:,/16" golv. olrc.rofl v-1lre ,,---2" above finish grade set croisn of rootbo/1 ,,---:," deep v,ioter basin ----:,/8" x 6" zlnc.-ploted turrtiuckle ,,_ ____ Finish grade ,-,...----Amended backfill c-~---Plont tablet -~..---Native sol/ backflll ,____...,.__P/antlng pit ~ 'Duc.lc:blll' onc.hor ...___ ____ Jl'later settle sol/ around rootball to onc.hor 1n ploc.e ~-----Scar/I~ subgrode see speclflc.atrons for further Information 0 ~~;~?UYING • NON PEDESTRIAN AREAS ONLY ' . .t!Qlli ALL PLANT BMINS 5f/AU. l<EGEI~ A 4' LAYER OF APPROVED MJLCH. BACKFILL MIX (SEE SPEQ.;J IX F001BALL • • • • • • • • • • • • • • MAINTAIN T1JRF Fm AAEAl2'FROM11'1JJNK 6' BASIN IN 6. CO\IER :I' BASIN IN I.Ml FLANTING BACKFIU. FVDDLE AflD 5ETTLE TO 5ET PLANT AT FINl5HISRADE IIOTE, LOCATE PLANTS e SPACED EGV/Dt5TANT (D) FROM EACH OTHER H;, 51-IOl'IN. D = M 5flOr#-l ON PLANTIN6 FLAN. I ~--ED6E OF PAYIN6, Ml:'., ML, ETC. ,------Fl.ANT TABLET (SEE 5FEC5J ,-------10"·12' THICK TILLED FLANTIN6 6ED ~-6RaW COi/ER NOTE, ALL 6ROIJND COv5?. 5HALL BE PLANTED 12' O.C. INSTALL 2' THICK MJLCl! LAYER f'RIOR TO PLANTING 6ROlWCOVER FINl5H 6RADE © ~~E~~~D COVER PLANTING IIDTE, DRAWING NUMBER SAFCa PRODUCTS • NEW HOPE, MINNESOTA FU:CJROER BY PART Nl»JIBER 6553 -,OS"l!!" !M" '!!= !'!!!!!T !!!'T!!~l_l!!E- ___ __,_,, __ _ I. . TOP OF ROOT CONTROL llARRIER MJ5T BE AT 6AADE. 2. POSITION ROOT CONlROL BARRIER ADJACENT TO STRIICTURf. 5. l<A/5ED ROOT DEFLECTORS MJ5T BE FACING PL>J-ITED #EA 4. BARRIER 5HALL EXlcND A MIN. Of !l' BEi.OH EIOTTOM Of HARD5CAFE. 5. PFOVIOE A MIN. OF 10 FEET OF ROOT BARRIER PER lREE. 6. ROOT BARRIER 5f/AU. BE A MIN. Of Ill" BELO!'! 6RADE ON MK SIDE. 1. ROOT BARRIER SHJ\LL SE A MIN. Of 24' flELOH 6RADE ON CURB SIDE. IIOTE, DEf AIL FOR INSTALLATION OF ROOT llARRIER INSTALLATION f<EFfR TO 'IRff INSTALLATION DEfAIL!i FOR lREE INSTALLATION • • CONCRETE CURB SACKFILL MIX --~ (SEE SPECS) 24" IIOiE, ~---SIDB'W.K BARRIER Tl'P. \_eACKFIU. ROOT BARRIERS !iflALL BE 'Blo-!lARRIER' MAflJFACll!<fV SY TAA6ET SPECIALTIE5, INC. SAN DIE60, CALIFORNIA Tl'P. 0 ROOT BARRIER SCALE:NONE ,----LODGEPOLE PINE STAKE ~-lREE 1r1JJNK • lREETIE l)EJ"AIL LOD6EPOI.E PINE STAKES, 10 FT LONG,:IREGIJIRED CINCH TIE, SECURED TO!iTAKEl'IITH 6ALYANIZED NAILS lREE TIE, NAIL TO STAKE 12' MIN. Tl'P. SACKFILL MIX ---(SEE SPEQ.;) 5' DRAIN CAP . IX ROOIBALL 5' l'ERFORATED PVC. PIPE t SLIP CAP WISRAYEL PER PLANTING PLAN :IX II001BALL JiQil;,_ All PLANr BASINS 5f/AU. l<EGEI~ A 4' LAYER OF Af'PROl,1;IJ i'IJLCH. L • MAINTAIN Tiff Fm AAEA 12' FROM ll<LJNK 6' eA51N IN 6. COYER :I' BASIN IN W1N INl5H PlANTlt-lS TABLETS (SEESPEQ.;J FLANTIN6 BACKf/U. AJDDLf AND 5ETll.E TO 5ET Pl.ANT AT FINl5H6RADE DRAWING NUMBER DWG 447-6 100 of 102 SAFCO PAOCIUCTS • NEW HOPE, MINNESOTA ~E0R0ER BY PART NUMBER 9553 -~!"llllfTJl]N ... GI' rlfl'f!Kl"l!IIT;a.<: IIIIF-. - KEYNOTES KEY Pl.AN ® !~!~~N~ STAKE TREE 30" BOX SIZE OR GREATER CONSULTANT • P&D CONSULTANTS, INC. r----LOD6EPOLf PINE STAKE --lREE Tl<llNK lREE TIE, NAIL TO ST AKE • lREETIE l)EJ"AJL I.ODISEPOI.E PINE ---- STl«ES, IO FT LONG, 2 l<EGUIRED CINCH TIE, 5ECIJRED TO 5TAl<E 111TH 6ALYANIZED NAILS eACKFILL MIX --~ (SEE SPECS) :I" DRAIN CAP - IX ·TTT -ROOIBALL ·•1 S" l'ERFORATED 12" MIN. 12' MIN. .llQ];,_ ALL PLANT BASINS SHALL RECEIVE A 4' LAYER OF Af'PROl,1;IJ MIJLCI!. MAINTAIN Tiff FREE AAEA 12' FROM TRlmK 6' BMIN IN 6. COVER 5' eASIN IN I.Ml FINl5H 6RAOE l PVC PIPE ' SLIP l CAP WISRAYEL PER ~L ___ B_X_ROOlB-'-'-'--ALL-'--------;/'- PLANTIN6 FLAN • • PLANTING BACKFILL f'UDDLE AflD SETTI.E TO 5ET Fl.ANT AT FINISH 6RADE ® ?c~e~!~E STAKE TREE 5 GAL., 15 GAL., 24" BOX PROJECT 8954 RIO SAN DIEGO DRIVE, SUITE 610 SAN DIEGO, CALIFORNIA 92108 TELE: (619) 291-1475 FAX: 291-1476 CITY OF CARLSBAD, CONTRACT NO. 36991 AVIARA COMMUNITY PARK DRAWING TITLE COMMUNITY CENTER BUILDING PLANTING DETAILS NO. DATE REVISION COMMENTS X/X/X None OF!AWN BY PROJECT NO. MJL 2000-0247 CHECKED BY DATE MJL C ·:2/09/200$ DRAWlNG NO. L6.02 SHEET \CO or I Od- DRAWING NUMBER SAFCO PFKJDUCTs • Nl:W HOPE, MINNESOTA AEOAOER BY PART NUM~Efl 6553 DRAWING NUMBER 51\FCO PRODUCTS • NEW HOPE, MINNESCTTA AEORCER BY PART NUMBER 8553 ----l'IIO!Tf111lWi;t"OF'?flll,"i"iJll'hm;u111------r--- 200, 1986705.849,6245921.436 201.1986821.412,6245899.880 202, 1986803.04 7,6245801.581 203, 1986848.241,6245890. 786 204, 1986726.580,6245663.272 205, 1986919.647,6245834.413 206, 1986882.231,6245801.246 207, 1986921.768,6245770.638 208, 1986986.609,6245720.442 209, 1986904. 734,6245724.976 210, 1986899.670,6245723.964 211, 1986899.394,6245718.971 ' 212, 1986886.414,6245719.690 213, 1986880. 748,6245617 .379 214, 1986893. 749,6245616. 659 215, 1986893.473,6245611.666 216, 19B6898.463,6245611.393 217, 1986898.077,6245604.388 1, 1986708.356,6245941. 348 218, 1986893.085,6245604.673 2, 1986 776.166,6245928.680 219, 1986892.809,6245599.681 3, 1986726.580,6245663.272 220, 1986879.808,6245600.401 . 4,1986940.640,6245827.827 221, 1986876.250,6245536.160 5,1986972.027,6245786.997 222, 1985150.894,6245631.705 6, 1986813.464,6245665.104 223, 1986872.021,6245477. 736 7, 1987007 .189,6245714.813 224, 1986884. 917 ,6245476. 736 8, 1987037 .903,6245595.110 225, 1986884.530,6245471. 750 9, 1986795. 7 48,6245532.975 226, 1986889.509,6245471.291 10, 1987037 .401,6245468. 912 227, 1986888. 559,6245461.306 11, 1987009.662,6245364.279 228, 1986883.583,6245461. 794 12, 1987011.927,6245372.822 229, 1986883.196, 6245456.809 13, 1986980.268,6245265.390 230, 1986870.123,6245457 .823 14, 1986970.392,6245376.953 231, 1985150.894,6245631.705 15, 1986890.147,6245369.849 232, 1986866.824,6245427 .825 16, 1986896.615,6245424.285 233, 1986861.654,6245384.311 17, 1985150. 894,6245631. 705 234, 1986876.549,6245382.541 18, 1986906.205,6245534.502 235, 1986876.195, 6245379.562 19, 1986916. 716,6245724.313 236, 1986879.17 4,6245379.208 20, 1986986.609,6245720.442 237, 1986876.812,6245359.322 21,1986943.946,6245775.939 238, 1986876.986,6245356.800 22, 1986966. 940,6245793.615 239, 1986912.540,6245390.081 23, 1986811.449,6245919.587 240, 1986906.500,6245392.184 24, 1986825.813, 6245951.805 241, 1986908.147,6245394.215 25, 1986734.479,6245992.525 242, 1986905.178,6245393. 788 26, 1986834.802,6245983.859 243, 1986908.501,6245397 .194 27, 1986962.109,6245957.536 244,1986925.383,6245395.188 28, 1986868. 742,6246047.994 245, 1986928.391,6245420.510 29, 1986885.601,6246065.395 246, 1985150.894,6245631. 705 30, 1986741. 958, 6246204.560 247, 1986932.152,6245455.016 31, 1986940. 765,6246182. 745 248, 1986917.294,6245456.169 32, 1986951.217 ,6246277 .996 249, 1986917.681,6245461.154 33, 1986756.387,6246299.375 250, 1986912. 704,6245461.635 34, 1986952.199,6246290.791 251, 1986913.269,6245467.592 35, 1986956. 789,6246395.506 252, 198691a248,6245467.128 36, 1986959.305,6246535.481 253, 1986918.634,6245472.113 37,19B6958.857,6246509.207 254, 1986933. 661,6245470.947 38,1986926.862,6246509.752 255, 1986938.156,6245532. 732 39, 1986926.317 ,6246477. 756 256,1986941.755,6245597.727 40, 1986894.322,6246478.301 257, 1986926. 760,6245598.557 41, 1986893.098,6246406.445 258,1986927.036,6245603.550 42,1986888.260,6246293.594 259,19B6922.043,6245603.818 43,1986756.387,6246299.375 . 260, 1986922.376,6245609.825 44,1986887.599,6246284.977 261,1986927.368,6245609.540 45, 1986877 .304,6246191.160 262,1986927.644,6245614.533 46,1986912.096,6246187 .342 263, 1986942.639,6245613. 702 47, 1986901.519,6246153, 979 264,1986948.265,6245715.290 48, 1986932,608,6246144.123 265, 1986933.288,6245716.120 100, 1987053.452,6245366.618 266, 1986933.564,6245721.112 101, 1987139.97 4,6245344.370 267, 1986928. 572,6245721.388 102,1987183.088,6245345.699 268,1986928.697,6245723.649 103, 1987208.659,6245446.147 269, 1986951.260, 6245766.425 104, 1987222.311,6 245449.425 270,1986956.396,6245770.374 105, 1987231.365,6245483.578 271,1986962.490,6245762.445 106, 1987106.834.6245516.592 272, 1986970.863,6245767 .914 107, 1987088.630.6245509. 714 273, 1986813.464,6245665.104 108, 1987070.259,6245474.237 274, 1986995.565,6245711.830 109, 1987054.029,6245413.019 275, 1987004.061,6245678. 718 110, 1986791.617,6245369.555 276,1986989.532,6245674.990 111, 1986830.245, 6245367 .830 277,1986998.335,6245662.845 112,1986831.464,6245395.136 278, 1987034. 722,6245612.645 113, 1986792.836,6245396.861 279,1986987.935,6245653.327 114,1987002.673,6246204.077 280, 1986985.672,6245655.296 115, 1987040. 721,6246223.383 281, 1986983.810,6245652.944 116, 1987043.951,6246231. 750 282, 1986970.426,6245663.537 117, 1987034.298,6246250. 775 283, 1986952.847,6245617.179 118, 1986990.304,6246228.452 284, 1986952.645,6245613.684 119,1986560.667,6245337.955 285, 1986967.638,6245612.853 120, 198660a384.6245336.187 286,1986967.361,6245607.861 121, 1986609.347,6245362.169 287,1986972.354,6245607.593 122, 1986561.629,6245363.937 288, 1986972.021,6245601.586 150, 1986792.549,6245925.619 289, 1986967.029,6245601.870 151,1986841.512,6245902.051 290, 1986966. 753,6245596.878 152, 1986936.676,6245824. 780 291, 1986951. 761,6245597. 708 153, 1986968.063,6245783.950 292, 1986948.140,6245532.179 154,1987002.345,6245713.570 293, 1986943.631,6245470.17 4 155,1987033.060,6245593.868 294, 1986958.519,6245469.018 156,1987037.597,6245493.806 295, 1986958.132,6245464.033 157, 1987072.249 ,6245488.194 296, 1986963.111,6245463.571 158,1987076.747,6245487.001 297,1986962.545,6245457.581 159, 1987040.388,6245519. 700 298, 1986957 .568,6245458.059 160, 1987070. 773,6245518.051 299, 1986957.181,6245453.074 161, 1987107 .102,6245521.699 300, 1986942.124,6245454.242 162, 1987155.418,6245508.885 301.1986938.321,6245419.330 163, 1986966.023,6245786.604 302, 1986935.445,6245395.120 164,1986935.739,6245763.323 303, 1986952.326,6245393.115 165, 1986922.493,6245738.210 304, 1986951. 972,6245390.136 166, 1986911.197,6245534.225 305, 1986954.951,6245389. 782 167, 1986902.891,6245435.042 306, 1986953.075,6245387.467 168, 1986839.100,6245403.470 307, 1986941. 727,6245386.463 169, 1986819.194, 6245404.359 308, 1986935.554,6245456.190 170, 1986819.060,6245401.362 309, 1986982.397,6245389.371 171, 1986828.872,6246021. 083 310, 1986982.449,6245392.371 172, 1986856.505,6246007.903 311, 1986979.470,6245392. 725 173, 1986903.931,6246061.659 312, 1986979.998,6245397.168 174, 1986954.193,6246164.404 313, 19B6982.977,6245396.814 175, 1986984.400,6246161.865 314, 1986983.331,6245399. 793 176, 1986991.046,6246191.915 315, 1987000.212,6245397.787 177, 1987016.535,6246204. 756 316, 1987001.874,6245411. 779 317, 1987005.947,6245449.290 318, 1986991.085,6245450.443 319, 1986991.472,6245455.428 320, 1986986.495,6245455. 905 321, 1986987 .056,6245461.863 322, 1986992.034,6245461.403 323, 1986992.421,6245466.388 324, 1987007.444,6245465.222 325, 1987012.042,6245528.641 326, 1987015.614,6245593.132 327, 1986998.640,6245594.072 328, 1986998.806,6245597.067 329,1986995.810,6245597.233 330,1986996. 780,6245614.747 331, 1987006.4 73,6245638.062 332,1987010.190,6245634. 718 333,1987015.033,6245635.960 334,1987026.280,6245592.128 335,1986795.748,6245532.975 336, 1987025.801,6245471.987 337, 1987006.292,6245398.396 338, 1986993. 726,6245401. 727 339,1986992.449,6245388.790 340, 1986878.205,6245339.183 341,1986878.376,6245336.708 342,1986973.214,6245345.078 343,1986980.268,6245265.390 344, 1986997.216,6245343.57 4 345, 1987000.610, 6245359.232 346, 1987003.542,6245358.596 347, 1987004.311,6245361.496 348, 1987039.553,6245352.153 349, 1987052.109,6245399.517 350, 1987037.611,6245403.361 P:/PROJECTS/ENGR/75508/ACAD/PRGRADING/508HC01.DWG 07-31-02 . DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA F!EGlDER BY PART NUMBER 6553 350, 1987037.611,6245403.361 351, 1987038.892,6245408.194 352, 1987034.083,6245409.564 353, 1987043. 701,6245406.824 354, 1987038.678,6245415.471 355, 1987043. 743,6245418.413 356,1987038.720,6245427.060 357,1987048.386,6245424.498 358, 1987059.670,6245467.062 359,1987050.004,6245469.625 360, 1987058.651,6245474.648 361.1987055. 326,6245480.372 362, 1987063.645,6245485.921 363, 1987053. 763,6245487.451 364.1987049.527 ,6245598.093 365, 1987018.812,6245717.795 366, 1986981.541,6245794.311 367, 1986950.153,6245835.141 368, 1986857.445,6245913.069 369, 1986845.083,6245919.545 370, 1986854.365,6245937.261 371, 1986836.098,6245945.405 372, 1986734.479,6245992.525 373, 1986844.159,6245969.847 374, 1986846.553,6245981.429 375, 1986962.109,6245957.536 376, 1986877 .360,6246039.644 377, 1986894.219,6246057 .045 378, 1986741.958,6246204.560 379, 1986952.694.6246181 .436 380, 1986954.105,6246194.299 381, 1986959.075,6246193. 754 382, 1986959.621,6246198. 724 383, 1986972.543,6246197.306 384, 1986975. 379,6246223.151 385, 1986960. 469,6246224. 787 386, 1986960. 796,6246227. 769 387, 1986957 .814,6246228.096 388, 1986959.123,6246240.025 389, 1986962.105,6246239.697 390,1986962.432,6246242.680 391, 1986977.342,6246241. 043 392, 1986981.691,6246281.661 393, 1986968. 723,6246282.229 394, 1986968.942,6246287.224 395, 1986969.161,6246292.220 396, 1986982.265,6246291.645 397, 1986984.126,6246334.104 398, 1986969.141,6246334. 761 399, 1986969.272,6246337. 759 400, 1986966.275,6246337.890 401, 1986966.800,6246349.878 402, 1986969. 797,6246349. 747 403, 1986969.929,6246352. 744 404, 1986964.914,6246352.087 405, 1986986. 775,6246394.520 406, 1986973.812,6246394.915 407, 1986973.964,6246399.913 408, 1986974.116,6246404.910 409, 1986987.079,6246404.516 410, 1986987,905,6246453.008 411, 1986972.907,6246453.263 412, 1986972.956,6246456.263 413, 1986969.958,6246456.314 414, 1986970.163,6246468.312 415, 1986973. l62,6246468.261 416, 1986973.213,6246471.261 417, 1986988.211,6246471.005 418, 1986988.892,6246511.000 419, 1986973.894,6246511.255 420, 198697 3.945,6246514.255 ' 421, 1986970.946,6246514. 306 422, 1986971.401,6246540. 998 423, 1986911.909,6246542.011 424, 1986911.585,6246523.007 425,1986906.586,6246523.092 426, 1986906.501,6246518.092 427, 1986863.007,6246518.833 428,1986861.126,6246408.348 429, 1986876.161, 6246407 .891 430, 1986876.009,6246402.893 431, 1986875. 792,6246397.965 432, 1986860.833,6246398.621 433, 1986856.366,6246296. 718 434, 1986871.305,6246296.064 435, 1986871.086,6246291.068 436, 1986870.465,6246285.111 437, 1986855.601,6246286. 742 438,1986846.329,6246202.250 439, 1986861.240,6246200.613 440,1986860.694,6246195.643 441, 1986860.149,6246190.673 442, 1986845.280,6246192.305 443, 1986912.096,6246187 .342 444, 1986877. 777.6246129. 799 445, 1986886.512,6246144. 445 446,1986889.089,6246142.909 447, 1986890.285,6246145.660 448, 1986879.516,6246120.900 449,1986902.585,6246106.870 450, 1986876. 982,6246073. 745 451, 1986860.123,6246056.344 452, 1986823.051,6245986.289 453, 1986820.656,624597 4. 707 454, 1986814.652,6245956.691 455, 1986814.070,6245954.935 456, 1986795.803,6245963.079 457, 1986789.614,6245944.061 458, 1986701.110,6245672.100 459, 1986757. 706,6245952.444 460, 1986719.995,6245960.057 461, 1986893.196,6246184.818 462, 1986892.869,6246181.836 463, 1986889.984,6246181.010 464, 1986894.407,6246172.641 465, 1986909. 788,6246185.425 466, 1986923.585,6246170.555 467, 1986918.102,6246178.918 468, 1986927.998,6246177.477 469, 1986925.085,6246178.301 470, 1986925.413,6246181.283 471, 1986905.321,6246295.162 472, 1986905.006,6246290.525 473, 1986904.691,6246285.888 474, 1986934.581,6246283.169 475, 1986935.034,6246288.149 476, 1986940.024,6246287.835 477, 19B6940.068,6246288.559 478, 1986935.077,6246288.853 479, 1986935.296,6246293.848 480, 1986910.146,6246406.857 481, 1986909.994,6246401.859 482, 1986909. 781,6246397 .065 483, 1986939. 754,6246395. 751 484, 1986939.980,6246400.947 485, 1986940.132,6246405.944 486, 1986908.922,6246487.625 487, 1986911.531,6246486.145 488, 1986911.480,6246483.146 489, 1986941.329,6246482.637 490, 1986941.380,6246485.637 491, 1986944.038,6246487.027 492, 1986926.317,6246477. 756 493, 1987067. 745,6245531.578 494, 1987067.033,6245479.083 495, 1987098.353,6245521.217 496, 1987095.484,6245517.122 497, 1987100.484,6245517.100 498, 1987105.898,6245515.665 499, 1987197.520,6245493.281 500, 1987200. 745,6245504.061 501.1987171.360,6245511.847 502, 1987175.863,6245522.671 503, 1987161.686,6245526.429 504, 1987160.235,6245514. 795 505, 1987126.412,6245523. 757 506, 1987139. 987,624557 4. 989 507, 1987107.899,6245532.806 508, 1987067.408,6245546.581 600, 1986 720. 908,6245964. 945 601, 1986754.644,6245958.642 602, 1986 787 .368,6245950.545 603,1986790.327,6245960.097 604, 1986 794.390,6245950.960 605,1986805.657,6245955.970 606, 1986801.595,6245965.107 607,1986810.852,6245961.326 608,1986814.055,6245970.757 609,1986799.365,6245943.399, 610, 1986808.029,6245947.252 611, 1986803. 979,6245950.846 612, 1986799.410,6245948.814 613, 1986837,567,6245926,405 614, 1986841. 488,6245930.140 615, 1986839.847,6245934.863 616, 1986834.455,6245935.362 617, 1986834.649, 6245940.619 618, 1986840.664, 6245943.369 619, 1986849.055, 6245968.835 620, 1986851.450, 6245980.417 621, 1986880.951,6246036.165 622, 1986897 .810,6246053.566 623, 1986957.664,6246180.890 624,1986958.384,6246187.452 625, 1986955.402,6246187. 779 626, 1986955. 729, 6246190. 761 627, 1986953. 7 41,6246190. 979 628, 1986973.252,6246203.767 629, 1986968. 718,6246208.289 630, 1986969.264,6246213.259 631, 1986974.670,6246216.690 632, 1986976.033,6246229.115 633, 1986964.105,6246230. 424 -634, 1986964. 760,6246236.388 635, 1986976.688,6246235. 079 636,1986977.888,6246246.014 637,1986973.354,6246250.535 638,1986973.899,6246255.505 639,1986979.306,6246258.936 640,1986984.389,6246340.099 :; 641, 1986972.400,6246340.624 " 642, 1986972.663,6246346.619 643,1986984.652,6246346.093 644, 1986987 .598,6246435. 011 645,1986982.667,6246439.095 646, 1986982. 752,6246444.094 647, 1986987 .819,6246448. 009 648, 1986988.007,6246459.007 649, 1986976.008,6246459.212 650, 1986976.111,6246465.211 651, 1986988.109,6246465.006 652, 1986988.322,6246477.504 653, 1986983.391,6246481.589 654, 1986983.476,6246486.588 655, 1986988.543,6246490.503 656.1986988.586,6246493.002 657,1986983.655,6246497.087 658, 1986983. 740,6246502.086 659, 1986988.807,6246506.000 660, 1985989.347,6246537.692 661,1986986.347,6246537. 743 662, 1986986.398,6246540. 7 42 663, 1986912.011,6246548.010 664, 1986979.574,6246546.859 665, 1986980.255,6246586.854 666, 1987001.419,6246551.939 667,1987004.447,6246543.464 668, 1987008.208,6246551.641 669, 1986978.124,6246486.227 671,1987030.308,6246537.312 6 72, 1987032.659,6246540.548 673, 1987036.320, 6246538. 782 674,1987029.935,6246548.054 6 75, 1987002.508,6246567.079 6 76, 1986997 .531,6246566.596 677, 1986996.566,6246576.550 6 78, 1987025.898,6246581. 7 45 679, 1987043. 067 ,6246589.906 680, 1987042.844,6246592.804 681, 1987047. 744,6246593.186 682,1987048.358,6246585.303 683, 1987043.458,6246584.921 684, 1987026. 967,6246576.860 685, 1987003.484,6246572.321 686,1987032.537,6246552.323 687,1987039.258,6246542.82B 688, 1987043.304,6246539.889 689,1987040.366,6246535.844 690, 1987040. 924, 6246534.911 691, 1987040.664,6246533.946 692, 1987045.403,6246532.668 693, 1987055.817 ,6246571.289 694, 1987055.596,6246531.289 695, 1987122.175,6246530.923 696, 1987121.591,6246424.924 697, 1987145. 604, 6246528.169 698, 1987306.638,6246490. 716 699, 1987302.107,6246471.236 700, 1987307.956,6246452.110 701, 1987230.857,6246428.531 702, 1987301.964,6246222.453 703, 1987155.508,6246383.930 704,1987162.226,6246376.523 705,1987152.229,6246376.772 706, 1986975.285,6246381.186 707, 1987124. 737,6246286.355 708, 1987127.270, 6246284. 748 709, 1987126.895,6246281. 772 710, 1987132.658,6246281.045 711, 1987131.407,6246271.123 712,1987140.625,6246275.000 713, 1987143.229,6246268.808 714, 1987134.011,6246264.931 715, 1987141. 977,6246258.887 716, 1987137.917,6246253.535 717, 1987129. 951,6246259.580 718, 1987128.699,6246249.658 719, 1987122.034,6246250. 499 720,1987123.286,6246260.420 721, 1987114.068,6246256.543 722, 1987111.814,6246261.903 723,1987109.048,6246260.740 724, 1987106.819.624626 2. 747 725,1987083.454,6246241.084 726,1987085.287,6246238.710 727,1987084.940,6246235.730 728,1987079.150,6246186.066 729, 1987138.922,6246180.505 730, 1987174.146,6246199.459 731, 1987144.938,6246172.130 732, 1987155.455, 6246160.890 733, 1986945.887,6245964.802 734, 1987197 .121,6245826.056 735, 1987205.875,6245821.221 736, 1987200.818,6245812.594 737, 1987241.503,6245880.177 738, 198704B. 737 ,6245996.222 739, 1987265.994,6245937. 704 740, 1987483.252,6245879.186 741, 1987291.081,6245996.214 7 42, 198724B.377,6 246022.221 7 43, 1987298.325,6246024.503 744, 1987293.132,6246138.154 745, 1987276.132,6246138.032 746,1987289.042,6246149.092 7 4 7, 1987297 .948,6246157 .4 77 748, 1987318.806,6246143. 735 749, 1967312.204,6246133. 714 DRAWING NUMBER SAFCCJ PRODUCTS • NEW HOPE, MINNESOTA F!E□RDER BY PART NUMBER 8553 -----r--- 750, 1987310.051,6246135.133 751, 1987308. 400,6246132.628 752, 1987305.403.6246132.491 753, 1987310. 312,6246025, 050 754,1987301.330,6245989.973 755,1987277.581,6245934.583 756, 1987251. 784,6245873. 988 757, 1987196. 080,6245781.457 758, 1987161.811,6245802.086 759, 1987153. 714,6245762.914 760, 1987154.162,6245755.428 761, 1987148.565,6245750. 435 767,1987132.832,6245730.368 768, 1987132.832,6245704.868 769, 1987122.832,6245704.868 770, 1987122.832,6245730.368 771, 1987122.832,6245755.868 772, 1987132.832,6245755.868 773, 1987099.177,6245739.891 774, 1987089.581,6245742. 707 775, 1987085.551,6245751.859 776,1987060.669,6245783.598 111, 195102a375,6245759.995 778, 1986995.378,6245805.141 779, 198698a 919,6245800.421 780, 1986980.418,6245803.976 781, 1986978.282,6245798.550 782, 1986967.311,6245812.821 783, 1986973.104,6245813.490 784, 1986983.4 70,6245821.458 785, 1986977.375, 6245829.387 786, 1986986.582,6245833.290 787,1986972.079,6245867.493 · 788,1986926.046,6245847.974 789,1986951.774,6245890.847 790, 1986909.818,6245916.024 791, 1986925.255,6245941. 748 792, 1986896.150,6245934.475 793, 1986887. 730,6245968.167 794, 1986916.835,6245975.440 795, 1986891.112,6245990.878 796, 1986907 .895,6246018.842 797,1986935.014,6246055.433 798,1986740.760,6246182.347 799,1986973.247,6246184.750 800, 1986968.162,6246184.630 801, 1986963.102,6246185. 076 802, 1987182.868,6245821.382 803,1987182.012,6245821.900 804, 19B7180.834,6245821.402 805, 1987174.654,6245811. 103 806,1987176.256,6245810.233 807, 1987172.439,6245803.202 808, 1987179.296,6245799.081 809, 1987169.134,6245782.170 810,1987156.272,6245789.889 811, 1987141.276,6245789.559 812, 1987123. 759,6245789.154 813,1987106.330,6245790.950 814,1987099.366,6245791.658 815, 1987092.369,6245791.87 4 B16,198706e.e45,6245792.662 817, 1987066.845,6245818.162 818, 1987056.845, 6245818.162 819, 1987056.845,6245792.662 820,1987056.845,6245767.162 821, 1987066.845,6245767 .162 822,1987031.672,6245796.734 823, 1987024.155,6245799.473 824, 1987018.572,6245793. 744 825,1987095.743,6245857.626 826, 1987003.678,6245818.588 827, 1986982.687,6245868.092 828, 1986991.893,6245871.996 829, 1986983.318,6245877 .141 830,1987000.452,6245905.694 831, 1986965. 780,6246042.888 832,1986955.250,6246049.208 833, 1986960.396,6246057. 783 834, 1986951.697,6246062. 716 835, 1986983.185, 6246176.334 836, 1986993.182,6246176. 086 837, 1986988.657,6246185. 004 838, 1987061.050,6246221. 737 839, 1987114.374,6246205.020 840, 1987060.235,6246236.491 841, 1987062.911,6246237.849 842,1987064.475,6246235.289 843,1987125.969,6246462.026 844,1987123.326,6246460.608 645, 1987120.326,6246460.615 853, 1987115.182,6246436.035 854, 1987117 .933,624643<!.839 855, 1987116. 715,6246430. 929 856, 1987113. 744,6246425. 716 857, 1987111.000,6246422.676 858, 1987108.569,6246424.434 859, 1987081.046,6246403.073 860, 1987082.145,6246400.282 861, 1987078.519,6246398.379 862, 1987069.839,6246396.001 863, 1987065.645,6246396.174 864, 1987065.307,6246399.154 865, 1987029.601,6246405.816 866, 1987028.211,6246403.157 867, 1987024.398,6246404.652 868.1987019.411,6246407.988 869, 1987016.575,624641 o. 942 870, 1987018.502,6246413.241 871, 1987005. 050,6246429. 047 872, 1987002.473,6246427.512 873, 1986999.473,6246427.563 874, 1987058.326,6246460. 760 1000,1987296.590,6246293.877 1001, 1987309.330,62 46308. 577 1002, 1987318.121,6246344.231 1003,1987350.255,6246348.094 1004, 1987358.407,6246356. 976 1005, 1987353.820,6246371.115 1006, 1987346.603, 6246370. 016 1007, 1987319.608,6246379,883 1008, 1987271.579,6246357.576 1009, 1987241.539.6246323.853 1010, 1987240.560,6246263.564 1011.1987269. 713,6246252.062 1012, 1987288.145,6246259.153 1013, 1987311.368,6246259.895 1014, 1987315.436,6246273.494 1015, 1987533.230,6246060.169 1016, 1987520.521,6246058.616 1017,1987501.838,6246062.144 1018, 1987 480.683,6246058.028 1019, 1987 459. 942,6246060.689 1020, 1987446.149,6246047.055 1021, 1987 433.201,6246022. 954 1022, 1987416.090,6246014.060 1023, 1987400.899,6246017.120 1024, 1987396.269,6246008.323 1025, 1987402.286,6245991.893 1026,1987393.240,6245978.874 1027,1987374.028,6245982.553 1028,1987339.258,6245944.958 1029,1987323.567,6245917.033 DRAWING NUMBER SAFCO PRODUCTS • NEW HC'.PE, MINNESOTA FlEOFlCER BY PART NUMBER 8553 ------r--- . DRAWING NUMBER DWG 447•6 101of 102 SAFCO PR□□LICT5 • NEW HOPE. MINNESOTA REORl:ER BY PART NUMBER 8553 ---~rtt'J'!'!!!~'!'""!!!T~~~U!!!'-----""":"-' -----:--t ---· KEYNOTES KEY Pl.AN CONSULTANT ■ P&D CONSULTANTS, INC. 8954 RIO SAN DIEGO DRIVE, SUITE 610 SAN DIEGO, CALIFORNIA Q2108 TELE: {619) 291-1475 FAX: 291-1476 PROJECT CITY OF CAFIL8BAD, OONTFIAOT N0.36991 AVIARA COMMUNITY PARK DRAWING TITLE OOMMUNITY Cl:N I B-1 BUIL.blNa HORIZONTAL CONTROL PLAN NO. DATE RE'llSION COMMENTS ORAWN BY ~M PROJECT NO. 2000-0247 CHECKED 8Y DA'l'E PK/MM (c) 12-9-03 DRAWING NO. HC1.0 SHEET I ot OF to~ I ,I ---t--1 \ \ "" ., p DRAWING NUMBER SAFCO PRODUCTS • NeJ,/ HOPE, M!Nr.ESOTA REORDER BY PART NUfi..lSER 6553 --~mllll11JAl'l)JPIIIIITfA11J1m1Jlf"----- I I I I I I z I I I I I I 20· 0' - - "1077 11 \ \ ~ \1078 \ 20' ---J GRAPHIC SCALE: 1"E2O' 60' I P: /PROJECTS/ENGR/755~8/ ACAD /PRGR,ADING/508HC03.DWG B-9-02 -r \ DRAWING NUMBER EIAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6553 307 300 ~ ;2&L.J-~30!!.1 j__:1....-...l-~+_ 302 8 +2 7 245 244 248 49,,_.~52 253 23 . + 235 234 233 ,-----1186 -~ 243 -- 110 113 250 251 .. .. .. -r- DRAWING NUMBER 5AFCO PRODUCTS • NEW HOPE, MINr-JESOTA FIEOAOER BY PART NUMBER 6553 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA AEOROER BY PART NUMBER 6553 --- 767 770 D D D D D D 265 266 + 267 268 19 -----~ --------=----w-------209 ------------- 219 .. .. .. .. SEE SHEET NO. 2. ... .. .. 1173 + .. .. .. .. I I I I DRAWING NUMBER SAFCO PRODUCTS • NEIN HOPE, MINNESITTA A~DER BY PART NUMBER 65~3 N82"53'54"'W 37.So' 1034 U)33" +· - . ·Y 1134 + - .-"f', ;4;~ II ~ ,Jt)l_ II ~ i' ~ 21 .. ...... u ...... ~81 . D D D D D D 815 ,. .. ,. D D D D D .. + ·, -'· --~ '''\, .. 2 2' • .. /~ DRAWING NUMBER DWG 447•6 . 102 of 102 SAFCO PRODUCTS • NE\IV HOPE, MINNESOTA 1'18JROER BY PART NUMBER 1:1553 -1'wmlitl nm<' Y l'lll!IT 11'11lllS 1/'Y ......... ---r ----.-,. 1030 • /I"",._,. _,)029 - ' \ 828 \ + '\ ',. ' ' ', \, \ \ \ \ / \ \ -/ r✓ / / / ---- • 0 z 1-w w Vj w w (/) -- 1108 + f \ f ,,;,. . KEYNOTES KEY PW! CONSULTANT . SEAL PROJECT P&D. CONSULTANTS, INC. 8954 RIO SAN DIEGO 0RIVE, SUITE 610 SAN DIEGO, CALIFORNIA 92108 TELE: (619) 291-1475 FAX: 291-1476 Cl1Y OF CAFIL8BAD, OONTFIACT N0.36991 AVJARA COMMUNITY PARK DRAWING TITLE OOMMlNTY CENTER BlLOINQ HORIZONTAL CONTROL PLAN NO. DATE RE'l!SlON COMMENTS DRAWN EY PROJECT NO. MM 2000-0247 CHoCKED !I' om: PK/MM 12-9-03 DRAWING NO. HC3.0 SHEET 0 OF 0 j